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15
' W
ID
E A
LL
EY
PROPERTY LINE 124.95'
PR
OP
ER
TY
LIN
E 75.0'
24'-8" BLOCK SENSITIVE
FRONT SETBACK
24'-10" 10'-0"
REAR
SETBACK
23
'-0
"
7'-7"
7'-6" S
ID
E
SE
TB
AC
K
PE
RR
Y S
TR
EE
T
1 1/8"=1'-0"SITE PLAN
E
NNW
SW
NE
SES
W
UP
CANTILEVERABOVE
UP
23'-2"
18'-4
"18'-4"
UNIT#5
UP
UNIT#6
CANTILEVERABOVE
CANTILEVERABOVE
7'-7"
NEW 23' WIDE DRIVE AISLE
23'-4"
7'-7"
7'-7"
UP
SITE LEGEND
EXISTING FENCE LOCATION
EXISTING ELECTRIC LINE (OVERHEAD)
UNIT#7
CANTILEVERABOVE
UP
CANTILEVERABOVE
UP
UNIT#8
CANTILEVERABOVE
UP
23'-4" 20'-2" 23'-4"
90'-2"
24'-10"
10'-0"
REAR
SETBACK
23'-4" 23'-4" 20'-2" 23'-4"
90'-2"
PROPERTY LINE 124.95'
PR
OP
ER
TY
LIN
E 75.0'
TYPE B /
VISITABLE
(1 PT.)
PROPOSED PROJECT:
3-STORY TOWNHOMES (8 UNITS, APPROX. 1212 S.F. EA.)
PARKING REQT: 1 SPACE PER UNIT (SECT. 5.4.4)8 SPACES REQUIRED/ 14 FULL SPACES PROVIDED
ZONING INFORMATION:ZONING DESIGNATION ............................. G-MU-3BUILDING FORM ........................................APARTMENTOCCUPANCY GROUP .............................. IRC TOWNHOMESCONSTRUCTION TYPE ................................ V-B, NON-SPRINKLEREDMINIMUM ZONE LOT WIDTH ...................... 50'-0"MINIMUM LOT SIZE ..................................... 3,000 SQ. FT.ACTUAL LOT SIZE ....................................... 9,375 SQ. FT.
SETBACKS ................................................... FRONT: 24'-8"
ENTRY FEATURE REQUIRED......................... ENTRY DOORMAXIMUM NUMBER OF STORIES ............... 3MAXIMUM BUILDING HEIGHT* ...................40'-0"
BUILD TO: 60 % REQD. ...........................45'-0" REQD.
TRANSPARENCEY: ..................................30% REQD.
PARKING REQUIRED ........................ 1 SPACE PER UNIT REQD.
EXISTING STRUCTURE TO BE REMOVED
PROPERTY BOUNDARY SETBACK INDICATION
PARKING STALL 8.5' x 17.5'
NOTE: BALCONIES ENCROACH 5' INTO FRONT SETBACK, AND 3' INTOREAR SETBACK. ALLOWED ENCROACHMENT OF 8' INTO FRONT AND 5'-0"IN REAR SETBACK PER ZONING CODE SECT. 6.3-4.4
ACCESSIBILITY ............................................. 6 ACCESS. POINTS REQD. PER CCD STANDARDS (6 UNITS TO
BE TYPE B, VISITABLE PROVIDING 6 POINTS)
(TYP. 2 PER UNIT PROVIDED)
BUILDING FORM: APARTMENT
SIDE INTERIOR: 7'-6"REAR INTERIOR: 10'-0"
7'-6" S
ID
E
SE
TB
AC
K
22'-6"
22'-6"
UP
CANTILEVERABOVE
CANTILEVERABOVE
AB
EL. 5301.41REF. SURVEY
EL. 5296.2'REF. SURVEY
EL. 5292.06'REF. SURVEY
EL. 5296.0'REF. SURVEY
A
B
KEY NOTES: MAILBOX LOCATION NEW SINGLE-SIDED BIKE RACK,
(42"x72" AREA, 2 BIKES) BY PEAK RACKS, OR APPROVED EQUAL
STAIRS, RE. CIVIL GRADING PLANC
C
ACCESSIBLE
ROUTE
ACCESSIBILITY NOTES:ACCESSIBILITY POINTS ARE BASED ON THE COLORADO TITLE 9 ARTICLE 5, SECTION9-5-105. 8 DWELLING UNITS REQUIRE 6 ACCESSIBILITY POINTS. 6 POINTS WILL BEACHIEVED BY HAVING 6 UNITS MEET TITLE 9 TYPE B VISITABLE GROUND FLOOR UNITS.TYPE B VISITABLE GROUND FLOOR UNITS: UNITS #1206,1210,1212, 1216, 1220 & 1222 = 1 POINT EACH TOTAL POINTS PROVIDED = 6 POINTS
AC
CE
SS
IB
LE
RO
UT
E
ACCESSIBLE
ROUTE
ACCESSIBLE
ROUTE
(2) 6" HIGH
STEPS UP
TYPE B /
VISITABLE
(1 PT.)
TYPE B /
VISITABLE
(1 PT.)
TYPE B /
VISITABLE
(1 PT.)
TYPE B /
VISITABLE
(1 PT.)
TYPE B /
VISITABLE
(1 PT.)
A B C D E
1
2
5
3
4
F.F.=5300.5' F.F.=5299.34' F.F.=5296.82'
F.F.=5298.75' F.F.=5295.71'
EL. 5301.12'REF. SURVEY
PRIMARY BASE PLANE (@ FRONT 80%) .... 5298.0'REAR BASE PLANE (@ REAR 20%) ............. 5279.5.0'
F.F.=5297.95'
F.F.=5297.59'
F.F.=5296.2'
PROVIDED ...........................45'-0"
FIRE SEPARATION REQUIREMENTS (IRC SECT. R302.1):PROJECTIONS MIN. OF 5' FROM A FIRE SEPARATION LINE MAY BE NON-RATED. OPENINGSMIN. OF 5' FROM A FIRE SEPARATION LINE MAY BE UNLIMITED AND NON-RATED.
4'-0"
4'-0"
5'-0"
5'-0"
5'-0"
SITE LIGHTING NOTES:ANY PROPOSED LIGHT FIXTURES INSTALLED ON PRIVATE PROPERTY, ADJACENT TO THE PUBLICRIGHT-OF-WAY, SHALL BE ORIENTED IN SUCH A MANNER OR LIMITED IN LUMEN OUTPUT TO PREVENTGLARE PROBLEMS AND SHALL NOT EXCEED NATIONAL I.E.S. LIGHTING STANDARDS FOR DISABILITY GLARE.
5'-0"
CONC. WALKWAY
CONC. WALKWAY
G-MU-3
URBAN RESIDENTIAL
G-MU-3
URBAN RESIDENTIAL
UP
CODE COMPLIANCE :THIS PROJECT SHALL COMPLY WITH THE 2015 INTERNATIONAL RESIDENTIAL CODE, 2016DENVER BUILDING CODE, 2015 INTERNATIONAL FUEL GAS CODE, 2015 INTERNATIONALMECHANICAL CODE, 2015 INTERNATIONAL PLUMBING CODE, 2014 NATIONALELECTRICAL CODE , & 2015 INTERNATIONAL ENERGY CONSERVATION CODE.
PERRY STREET TOWNHOMESNEW 3-STORY TOWNHOMES
DENVER, COLORADO(APARTMENT BUILDING FORM)
NEW STRUCTURE (THIS PERMIT)
UNIT#1
UNIT#2
UNIT#3
UNIT#4
SOUTH BLDG.
NORTH BLDG.
3'-1" 3'-1" 3'-1" 3'-1" 3'-1" 3'-1"
3'-1" 3'-1" 3'-1" 3'-1" 3'-1" 3'-1"
10'-10"
6'-1"
5'-0"
5'-0"
BUILD TO REQUIREMENT: 60% LOT WIDTH. 75.0' x 60%= 45'-0"D N. BLDG.: 22'-6" + S. BLDG.: 22'-6" = 45'-0"
D
D
LANDSCAPING
LANDSCAPING
LA
ND
SC
AP
IN
G
LANDSCAPING
B1 ENCLOSED BICYCLE SPACE/ WITHIN GROUND FLOOR UNIT
B1
E SITE FENCE AND GARDEN WALL, RE. LANDSCAPE AND CIVIL PLANS
E1EL. 5282.35'REF. SURVEY
5'-0"
EL. 5279.92'REF. SURVEY
TRANSPORTATION NOTES:1. SITE 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 PERFORMANCEBOND. CONTACT THE ROW INSPECTOR FOR THIS AREA OF THE CITY: NICK ARMBRUST AT (303) 446-3681 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-WAYCONTRACTOR, 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 DEVICESAND/OR PERSONNEL AS REQUIRED. A TRAFFIC CONTROL PLAN (TCP) IS SUBJECT TO CITY AND COUNTY OF DENVER AND/OR CDOT APPROVAL PRIOR TO COMMENCING WORKON ROADWAY ROW. A COPY OF APPROVED TCP's MUST BE AVAILABLE ON SITE DURING WORK. TRAFFIC CONTROL TO BE IN ACCORDANCE WITH M.U.T.C.D., SECTION VI.
4. PER SECTION 49-551.1 OF THE DENVER MUNICIPAL CODE, THE PROPERTY OWNER OR LESSEE OF ANY REAL PROPERTY IS RESPONSIBLE FOR THE CONTINUING CARE, MAINTENANCE,REPAIR, AND REPLACEMENT OF ALL IMPROVEMENTS INSTALLED IN THE PUBLIC ROW BETWEEN THE PROPERTY LINE AND THE CURB LINE ADJOINING THEIR PROPERTY.
5. ALL EXISTING DRIVEWAYS AND WALKWAYS TO BE REMOVED AND REPLACED WITH VERTICAL CURB AND GUTTER, PER CCD STANDARDS. FILL AND REPAIR ADJACENT TREE LAWN.
NOTE: FUEL GAS LINES WILL NOT PASS THROUGH TOWNHOUSE UNITS, IRC G2415.1.WATER SUPPLY LINES NOT ALLOWED TO PENETRATE UNIT DEMISING WALLS PER DENV. BLDG. DEPT.
SITE NOTES:1.EXISTING CURB CUT ADJACENT TO THE SOUTHPROPERTY LINE TO BE REMOVED AND NEWCURB AND GUTTER INSTALLED PER CCDSTANDARD DWG. 5.2A.
2. EXISTING CURB AND GUTTER NORTH OFEXISTING DRIVEWAY ON THE PERRY STREETFRONTAGE TO REMAIN.
3. PORTION OF EXISTING ATTACHED SIDEWALKAT PERRY STREET FRONTAGE TO BE REMOVED.
4. PROPOSED EIGHT-FOOT LANW ANDFIVE-FOOT DETACHED SIDEWALK PER CCDESTANDARD DRAWING 5.2A AT THE PERRY STREETFRONTAGE. EXISTING SIDEWALK TO TIE INTONORTH AND SOUTH PROPERTY LINES.
ADJACENT HOUSE
24'-0"
1244 PERRY ST
64'-4"
ADJACENT HOUSE
1274 PERRY ST
25'-10"
1264 PERRY ST
FG: 5300.50
14" S
TE
P
59.9'
1254 THRU 1260 N. PERRY STREET
UNIT #1246UNIT #1248UNIT #1250UNIT #1252
GAR./COND.SPACE2nd FLR.
290/257 547
1st FLR.ADDRESS
3rd FLR.COND.SPACE
ROOFTOP STAIR/TOTAL ROOF AREA
51/547COND.SPACE BLDG.
UNIT #1254UNIT #1256UNIT #1258UNIT #1260
547
210/242
UNITS #1206 THROUGH #1222 (UNIT AREAS):
South
North
452 452 51/452
290/238 528 51/528528
290/257 547 51/547547290/257 547 51/547547
210/242 452 452 51/452290/238 528 51/528528
290/257 547 51/547547
TOTALCOND.SPACE
1,351
1,1461,294
1,3511,351
1,1461,294
1,351 E-1 ...... ELEC. SPECS
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
A4.0 ..... EXTERIOR ELEVS 1
A6.0 ...... BUILDING DETAILS 1
E-2 ...... PANEL SCHED. & ONE LINE
A1.0 ...... SITE PLAN & PROJECT DATA
A4.1 ..... EXTERIOR ELEVS 2A5.0 ..... BUILDING SECTIONS
ELECTRICAL ENGINEER DRAWINGSA3.0 ...... STAIRWELL ROOF PLANS
S1.1 ...... FOUND. & BLDG. DIMENS. PLANS S1.2 ...... 2nd FL. FRAMING & DTLS
STRUCTURAL ENGINEER DRAWINGS
S1.3 ...... 3RD FL. FRAMING & DTLS.
C1.1 ...... SCHEDULE, NOTES & DTLS
S1.4 ...... ROOF DECK FRAMING & DTLS.S1.5 ...... ROOF FRAMING & DTLS
DRAWING INDEX
E1.1 .... 1ST & 2nd FL. POWER/ LIGHTG.E1.2 .... 3RD FL. & ROOF POWER/ LIGHTG.
A5.2 ..... STAIR SECTIONSA5.1 ..... STAIR SECTIONS
NOTE : ALL UNITS SHALL BE PROVIDED WITH INDIVIDUAL UTILITIES SERVING EACH UNIT FROM THE EXTERIOR OF THE BUILDING. NO UTILITY (WATER, GAS, ELECTRIC,ETC.) SHALL PASS THROUGH THE COMMON 2-HR. FIRE RESISTIVE RATED WALLS NOR THE COMMON FOUNDATION STEM WALLS OR CRIPPLE WALLS. (IRC SectionR302.2.) THE GAS LINES SHALL NOT RUN BELOW THE BUILDING AND SHALL SERVE EACH UNIT FROM A SEALED PENETRATION ABOVE GRADE (IFGC SECT. 404).
XX
X
X
C
(E) TREE TO
REMAIN, RE.
LANDSCAPE
PLANS.
E
CONC. WALKWAY
EL. 5297.2'REF. SURVEY
(3) STEPS
UP
5'-0"
5'-0"
6'-1"
AC
CE
SS
IB
LE
RO
UT
E
4'-0"11'-1"
5'-0"
9'-0"
23'-2"
4'-6"
13'-4"
5'-0"
2'-7"
2'-7"
5'-0"
9" S
TE
P
14" S
TE
P
14" S
TE
P
9" S
TE
P
14" S
TE
P
1254 1256 1258 1260
1246 1248 1250 1252
PRO
JEC
T D
ATA
SITE
PLA
N
PERR
Y ST
. TO
WN
HOM
ES
A1.0
CO
PYRI
GHT
201
7IF
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
| 30
3.63
0.95
14fa
x
| 3
03.4
33.0
330
DATE ISSUEPROJECT #
SHEET #
KSA ARCHITECTURE, LLC. ALL RIGHTS RESERVED.
SHEET SIZE: 24" x 36"
ARCHITECT'S STAMP
BYREV.
RC
HIT
CTU
RA
EE
150804
PERR
Y ST
REET
TO
WN
HOM
ESN
EW T
ON
WHO
MES
1246
thru
126
0 N
. PER
RY S
TREE
TD
ENV
ER, C
OLO
RAD
O
02.07.17 BUILDING SUBMITTAL JK
Unit #1254
A
1
PWDR.
PWDR.
PWDR.
2-CARGARAGE 2-CAR
GARAGE2-CAR
GARAGE1-CAR
GARAGE
14070 OH SECTIONAL 15070 OH SECTIONAL 9070 OH SECTIONAL 15070 OH SECTIONAL
T.O.S.=5298.80' T.O.S.=5297.64' T.O.S.=5296.90' T.O.S.=5281'
FF=5296.82'
FF=5297.95'FF=5299.34'
FF=5300.50'
LINE OF FLOOR ABOVE LINE OF FLOOR ABOVE
LINE OFBALCONYABOVE
LINE OFBALCONYABOVE
ENTRY
ENTRY ENTRY
ENTRYW.H.
1670
3070
3070 3070
3050
FX
TEM
P.26
50 F
XDTE
MPE
RED
3070
3070
30702870
2670
3070
3070
2870
3050
SH
TEM
P.
SLO
PE D
NM
IN.
1/8"
:FO
OT
A4.1B
A4.1C
A4.1B
A4.1C
A4.1A
A4.1A
3
33
3 4
4
4
4
4
4
4
5
5
5
5
19
19
2
2
2
2
1926
26
2870
23'-4" 23'-4" 20'-2" 23'-4"
90'-2"
15'-4" 8'-0" 14'-6" 8'-10" 5'-11" 14'-3" 9'-1" 14'-3"
7'-9
"
5'-8"7'-6"12'-8"3'-8"
4'-1
0"2'
-31 2"
24'-5
"24'-5
"
3'-3"
4'-0
"
512"
3'-7" 2'-0" 17'-112"
5'-1
11 2"6'
-5"
2'-4
"
17'-1
01 2"
5'-712"
312"
3'-5"
2'-0"
17'-4"
51 2"4'
-7"
2'-4
"7'
-4"
3'-7
1 2"
5'-5"
10'-1112" 5'-3" 3'-41
2"
312"
51 2"5'
-7"
5'-6
"6'
-91 2"
3'-6"
312"
17'-0" 2'-3"
3'-712"
51 2"
3'-1
1"2'
-4"
6'-5
"5'
-8" 5'-101
2"
6'-1
"
B C D E
2
3
UP
[email protected]"14T@10"
[email protected]"19T@10"
[email protected]"15T@10"
[email protected]"17T@10"
UP
UP
UP
A6.06
A6.06
A6.06
Unit #1256 Unit #1258 Unit #1260
5F 5F 5F 5F 5F
5F
5F
5F5F5F
5F
5F
5F
TEMP.2-3020 FX2-2020 FX
TEMP.2-2020 FX
7'-0"7'-0"
2-3020 FX
5'-0
"3'
-8"
11'-0
"
5F
5F
2'-6
"
2'-6
"
LINE OF FLOOR ABOVE LINE OF FLOOR ABOVE
A4.14
A4.02
A4.13
A4.01
W.H.
A6.18
A6.15
A6.18
A6.18
A6.18
A6.18
A6.18
A6.15
A6.15
A6.15
SLO
PE D
NM
IN.
1/8"
:FO
OT
SLO
PE D
NM
IN.
1/8"
:FO
OT
SLO
PE D
NM
IN.
1/8"
:FO
OT
24B 24B
24A
24A
A6.18
A6.18
A6.18
A6.18
8'-0" CLG.
9'-2" CLG. 10'-7" CLG.
11'-9" CLG.
7.75"
A6.15
A6.15
A6.15
A6.15
A6.15
A6.15
A6.1
8A6.1
8A6.1
8A6.1
8
2-23
50 S
L
16'-10"
3'-0
"
1
3'-0"
1
3'-0"
1
3'-0"1"
1"
1"
1"
3'-0"
1
1"
3'-0
"
1 1"
37" F
IN.
37" FIN.37" FIN.
37" F
IN.
6"6"
1
1
1
6"
6"
6"
6"
7.75"7.75"
7.75"7.75" 7.75"
4'-2
"26
30 C
SM
(VISITABLE)(VISITABLE)(VISITABLE)
GENERAL NOTES:1. BUILDING ELEVATIONS MAY NOT ILLUSTRATE
EVERY 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.
4. REFER TO EXTERIOR ELEVS. FOR EXACTLOCATIONS OF EXTERIOR FINISHES.
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:
GENERAL NOTES:
6'-0" WIDE 6'-8" TALL
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 A7.0 FOR ALL WINDOW SAFETY GLAZING AND FALLPROTECTION REQUIREMENTS.
LOCATIONS OF EXTERIOR FINISHES.
EXTERIOR FINISH KEY NOTES: 6" HORIZONTAL LAP SIDING
4" HORIZONTAL LAP SIDING
VERTICAL BOARD & BATTEN SIDING
3-COAT STUCCO
BALCONY WITH METAL RAILING
ROOF TOP STAIR ENCLOSURE
1
2
3
4
5
6
7
8
9
10
(8' ALLOWED FRONT SETBACK ENCROACHMENT)
11
F
F
F
F
F
F
F
F
F
F
F
COMPOSITION SHINGLE ROOF
PITCHED ROOF PARAPET, MIN. 36" HT.
DECOR. METAL CANOPY AWNING (PRIMARY AND SIDE STREET SETBACK ENCROACHMENT ALLOWED)
DECOR. 14" H. STUCCO PARAPET CAP
8" HIGH DECOR. WINDOW LINTEL 12aF
12bF 6" HIGH DECOR. WINDOW SILL
STUCCO CONTROL JOINT 4aF
13F 10" H.x 6"D DECOR. CORNICE
14F DECOR. HARDI-BOARD PANEL
THIN BRICK VENEER,1/2" THICK RUNNING BONDBY AMBRICO BRICK OR APPROVD. EQUAL
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.
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/ 5LBS. 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.
1
2
3
4
5
6
7
8
9
10
11
1a
INTERIOR KEY NOTES:
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.
A5.0 & A5.1.
LEVEL CONC. LANDING AREA. PROVIDE MIN. 48" WIDE WALKWAYS. MANUEVERING SPACE AT ALL ACCESSIBLE ENTRY DOORS TO CONFORM TO ANSI A117.1-1998 CH. 4
N.T.S.KEY PLAN
E
NNW
SW
NE
SE
S
W
9'-2" (VARIES)
GARAGE
2x6 EXT. WALLREF. STRUCT.PLANS
2X4 INT. WALL
FINISHEDCLG.
GAR. SLAB(REF. TO FLR. PLAN FOR FF. ELEVS.)
ENTRY
8'-0" (VARIES)
GARAGE
2x6 EXT. WALLREF. STRUCT.PLANSFINISHED
CLG.
GAR. SLAB(REF. TO FLR. PLAN FOR FF. ELEVS.)
ENTRY
FIRST FLOOR ELEVATION1/4"=1'-0" UNIT 1256
FIRST FLOOR ELEVATION1/4"=1'-0" UNIT 1254 & 1260 O.H.
FIRST FLOOR ELEVATION1/4"=1'-0" UNIT 1258
10-7" (VARIES)
GARAGE
2x6 EXT. WALLREF. STRUCT.
PLANS FINISHEDCLG.
GAR. SLAB(REF. TO FLR. PLAN FOR FF. ELEVS.)
ENTRY
11'-9"UNIT 1252(VARIES)
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.
ROOF SCUPPER
ACCESSIBLE "VISITABLE" BATHROOM, SEE DTL. 6/A6.2
12
14
15
16
17
18
19
20
13
21
22
23
24A
25
26
TAKLESS WATER HEATER, SIZE PER CONTRACTOR.24B
GAS WATER HEATER, SIZE PER CONTRACTOR. PROTECT FROM VEHICLE IMPACT W/STEEL BOLLARD AT ALL GARAGE LOCATIONS, PILOT LIGHT TO BE 18" ABOVE SLAB.
FIRS
T FL
OO
R PL
AN
1254
-126
0 PE
RRY
ST. T
OW
NHO
MES
A1.1
CO
PYRI
GHT
201
7IF
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
| 30
3.63
0.95
14fa
x
| 3
03.4
33.0
330
DATE ISSUEPROJECT #
SHEET #
KSA ARCHITECTURE, LLC. ALL RIGHTS RESERVED.
SHEET SIZE: 24" x 36"
ARCHITECT'S STAMP
BYREV.
RC
HIT
CTU
RA
EE
150804
PERR
Y ST
REET
TO
WN
HOM
ESN
EW T
ON
WHO
MES
1246
thru
126
0 N
. PER
RY S
TREE
TD
ENV
ER, C
OLO
RAD
O
02.07.17 BUILDING SUBMITTAL JK
11/4"=1'-0"FIRST LEVEL FLOOR PLAN
NORTH BUILDING
E
NNW
SW
NE
SES
W
23'-4" 23'-4" 20'-2" 23'-4"
90'-2"
24'-5
"
5'-0
"3'
-8"
11'-1
"
5'-0
"3'
-8"
11'-1
"
2'-6
"5'
-0"
3'-0
"4'-8
"
13'-1
1"
16'-1" 7'-3" 7'-312" 9'-11" 6'-11
2" 6'-112" 8'-4" 6'-61
2" 7'-2" 16'-2"
18'-4
"6'
-1"
4'-8
"
2'-3
"14
'-2"
5'-0
"3'
-0"
3'-1" 3'-1" 17'-2" 3'-1" 3'-1" 14'-0" 3'-1" 3'-1" 20'-3"
8'-8" 11'-7"1'-31
2" 1'-912" 1'-91
2" 1'-312"
8'-012" 9'-11
2"1'-31
2" 1'-912" 1'-91
2" 1'-312"
7'-112" 6'-101
2"1'-31
2" 1'-912" 1'-91
2" 1'-312"
11'-612" 8'-81
2"
18'-0"
1'-912"
3'-112"19'-71
2"
512"
3'-1
1 2" CLR
.
4'-7
1 2"
1'-5
1 2" 6'-1
01 2"11
'-0"
6'-2"
6'-3
1 2"
51 2"
16'-7"
3'-1"
6'-1
"6'
-101 2"
11'-0
"
3'-3
" CLR
.
6'-212"
8'-4
1 2"
5'-912"
3'-012"
312"
3'-112"
312"
6'-1
"4'
-10"
3'-0
1 2"10
'-0"
3'-3
" CLR
.7'-212"
3'-4"
512"
1'-712"
18'-2"
3'-112"31
2"
19'-912"
4'-8
"
1'-7
"
11'-0
"
6'-3
1 2"
6'-6"
4'-0"4'-0" 23'-4"
KITCHEN
BALC
ON
Y DINING
LIVING RM.
KITCHEN
DINING
LIVING RM.
PWDR.
KITCHEN
PDR. BALC
ON
YDINING
LIVING RM.
KITCHEN
LIVING RM.
PWDR.PWDR.
24'-5
"
3'-8
"
5'-0
"3'
-8"
11'-1
"
2'-6
"5'
-0"
3'-0
"4'-8
"
13'-1
1"
16'-1" 7'-3" 7'-312"
18'-4
"6'
-1"
20'-3" 3'-1" 3'-1" 17'-2"3'-1"
3'-1" 14'-0" 3'-1" 3'-1" 20'-3"
8'-8" 11'-7"1'-31
2" 1'-912" 1'-91
2" 1'-312"
8'-012" 9'-11
2"1'-31
2" 1'-912" 1'-91
2" 1'-312"
7'-112" 6'-101
2"1'-31
2" 1'-912" 1'-91
2" 1'-312"
11'-612" 8'-81
2"
18'-0"
1'-912"
3'-112"19'-71
2"
512"
3'-1
1 2" CLR
.
4'-7
1 2"
1'-5
1 2" 6'-1
01 2"11
'-0"
6'-2"
6'-3
1 2"
51 2"
16'-7"
3'-1"
6'-1
"6'
-101 2"
3'-012"
312"
3'-4" 9'-10"
6'-1
"4'
-10"
3'-0
1 2"10
'-0"
3'-3
" CLR
.7'-212"
3'-012"
512"
1'-712"
512"
6'-8
1 2"3'
-6"
3'-1
1 2" CLR
.
6'-3
1 2"
6'-6"
4'-0"
24803070 30
70
246824682480
2480
3-4020 CSM2-4020 CSM3-4020 CSM3-4020 CSM
3030 CSM 30
30 C
SM
3-3220 CSM 2-2660 CSM3-3220 CSM
2030 FX
2060 FX
2030 FX
2030 FX
2060 FX
2030 FX
7 7
77
8
88
8
9
9
9
9
10
10
10
10
19 19 1919
20
4" 4"
1
2
3
A B C D E
[email protected]"14T@10"
[email protected]"15T@10"DN
UP
DN
[email protected]"17T@10"
[email protected]"17T@10"[email protected]"
17T@10"
[email protected]"17T@10"
UP
[email protected]"17T@10" [email protected]"
17T@10"
DN
A6.06
A6.06
A6.06
Unit #1254
Unit #1256 Unit #1258 Unit #1260
1F
5F
5F
4F
4F 4F 4F 4F
1F
2F
2F
2F
1F 1F
4F
1F
2F
2F
2F
4F
4F
1F4F1F4F1F1F 4F 1F 4F
4F4F 4F4F
4F4F
A4.14
A4.02
A4.13
A4.01
DN
14'-9
"
14'-9
"
6'-1
"
6'-1
"
6'-1
"
AA
CC A1.2
BB
DDA1.2MIRR
BB
DD A1.2
MIRRAA
CCA1.2
MIRR
3'-1
"
UP4'-1"6'-91
2"3'
-0"
2'-9
"
A6.11
TYP.
SIM.
SIM.
2630 CSM
2630
CSM
A6.11
A6.11
2660 CSM 3060 CSM 2660 CSM 2660 CSM 3060 CSM 2660 CSM 2660 CSM 3060 CSM 2660 CSM
A5.02
A5.03
A5.02
A5.03
A5.02
A5.03
A5.01
A5.01
GENERAL NOTES:1. BUILDING ELEVATIONS MAY NOT ILLUSTRATE
EVERY 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.
4. REFER TO EXTERIOR ELEVS. FOR EXACTLOCATIONS OF EXTERIOR FINISHES.
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:
6'-0" WIDE 6'-8" TALL
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 A7.0 FOR ALL WINDOW SAFETY GLAZING AND FALLPROTECTION REQUIREMENTS.
LOCATIONS OF EXTERIOR FINISHES.
EXTERIOR FINISH KEY NOTES: 6" HORIZONTAL LAP SIDING
4" HORIZONTAL LAP SIDING
VERTICAL BOARD & BATTEN SIDING
3-COAT STUCCO
BALCONY WITH METAL RAILING
ROOF TOP STAIR ENCLOSURE
1
2
3
4
5
6
7
8
9
10
(8' ALLOWED FRONT SETBACK ENCROACHMENT)
11
F
F
F
F
F
F
F
F
F
F
F
COMPOSITION SHINGLE ROOF
PITCHED ROOF PARAPET, MIN. 36" HT.
DECOR. METAL CANOPY AWNING (PRIMARY AND SIDE STREET SETBACK ENCROACHMENT ALLOWED)
DECOR. 14" H. STUCCO PARAPET CAP
8" HIGH DECOR. WINDOW LINTEL 12aF
12bF 6" HIGH DECOR. WINDOW SILL
STUCCO CONTROL JOINT 4aF
13F 10" H.x 6"D DECOR. CORNICE
14F DECOR. HARDI-BOARD PANEL
THIN BRICK VENEER,1/2" THICK RUNNING BONDBY AMBRICO BRICK OR APPROVD. EQUAL
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.
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/ 5LBS. 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.
1
2
3
4
5
6
7
8
9
10
11
1a
INTERIOR KEY NOTES:
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.
A5.0 & A5.1.
LEVEL CONC. LANDING AREA. PROVIDE MIN. 48" WIDE WALKWAYS. MANUEVERING SPACE AT ALL ACCESSIBLE ENTRY DOORS TO CONFORM TO ANSI A117.1-1998 CH. 4
N.T.S.KEY PLAN
E
NNW
SW
NE
SES
W
PERR
Y ST
REET
1/4"=1'-0"INT. ELEV. VIEW "BB"
10'-0
"
3'-0
"
FIN. FLR.
FINISHEDCLG.
INT. ELEV. VIEW "AA"1/4"=1'-0"
INT. ELEV. VIEW "CC"
3'-0
"
1/4"=1'-0"
10'-0
"
UNIT 1 1/4"=1'-0"
FINISHEDCLG.
INT, ELEV. VIEW "DD"FIN. FLR.
10'-0
"
3'-0
"
FIN. FLR.
FINISHEDCLG.
10'-0
"
3'-0
"
FIN. FLR.
FINISHEDCLG.
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.
ROOF SCUPPER
ACCESSIBLE "VISITABLE" BATHROOM, SEE DTL. 6/A6.2
12
14
15
16
17
18
19
20
13
21
22
23
24A
25
26
TAKLESS WATER HEATER, SIZE PER CONTRACTOR.24B
GAS WATER HEATER, SIZE PER CONTRACTOR. PROTECT FROM VEHICLE IMPACT W/STEEL BOLLARD AT ALL GARAGE LOCATIONS, PILOT LIGHT TO BE 18" ABOVE SLAB.
SEC
ON
D F
LOO
R PL
AN
1254
-126
0 PE
RRY
ST. T
OW
NHO
MES
A1.2
CO
PYRI
GHT
201
7IF
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
| 30
3.63
0.95
14fa
x
| 3
03.4
33.0
330
DATE ISSUEPROJECT #
SHEET #
KSA ARCHITECTURE, LLC. ALL RIGHTS RESERVED.
SHEET SIZE: 24" x 36"
ARCHITECT'S STAMP
BYREV.
RC
HIT
CTU
RA
EE
150804
PERR
Y ST
REET
TO
WN
HOM
ESN
EW T
ON
WHO
MES
1246
thru
126
0 N
. PER
RY S
TREE
TD
ENV
ER, C
OLO
RAD
O
02.07.17 BUILDING SUBMITTAL JK
11/4"=1'-0"SECOND LEVEL FLOOR PLAN
NORTH BUILDING
E
N
NW
SW
NE
SES
W
BATH 2
M. BATH
BALC
ON
Y
WIC.
BDRM. 2
M. BDRM.
BATH. 2
MA.BATH.
WIC.
WIC.
90'-2"
BDRM. 2
BATH 2
M. BDRM.
M. BATH
BALC
ON
Y
WIC.
BDRM. 2
M. BDRM.
A5.01
A5.01
24'-5
"
18'-4
"6'
-1"
3'-1
1"5'
-101 2"
5'-5
1 2"5'
-2"
4'-0
"
3'-1
0"5'
-91 2"
5'-7
1 2"5'
-2"
4'-0
"
23'-4" 23'-4" 20'-2" 23'-4"4'-0" 4'-0"5'-1" 7'-7" 7'-11" 2'-81
2" 3'-212" 8'-101
2" 8'-112" 3'-2" 9'-41
2" 7'-712" 3'-21
2" 2'-812" 7'-11" 7'-7" 5'-1"
20'-3" 3'-1" 3'-1" 17'-2" 3'-1" 3'-1" 14'-0" 3'-1" 3'-1" 20'-3"6'-3" 9'-2" 4'-10" 4'-10" 7'-2" 5'-2" 3'-8" 4'-6" 5'-10" 4'-91
2" 9'-212" 6'-3"
8'-7" 3'-2"
1'-7"
2'-1012" 3'-01
2" 3'-6"
7'-712" 6'-61
2"
512"
10'-10" 5'-10" 3'-112"
5'-4" 3'-1"
51 2" 5'-3
1 2"2'
-5"
3'-4
1 2"1'
-7"
2'-3
"3'
-2"
1'-0
1 2" 5'-3
1 2"
1'-012"
1'-4
"6'
-4"
3'-212"
312"
3'-4" 10'-7" 3'-8"
1'-1112"
6'-412" 2'-8" 8'-1"
1'-1112"
3'-8"
7'-10" 8'-1012"
512"
5'-6
"3'
-0"
3'-5
1 2"12
'-0"
4'-6
1 2"4'
-7"
8'-9
"
1'-7
"
5'-712"
51 2"
512"
312"
8'-9"3'-2"
1'-7"
2'-1012"3'-4"3'-21
2"
7'-712"6'-61
2"
11'-0"5'-4"3'-512"
5'-4"3'-4"
51 2"5'-3
1 2"2'
-5"
3'-4
1 2"1'
-7"
2'-3
"3'
-2"
1'-0
1 2"5'-3
1 2"
1'-012"
1'-4
"6'
-4"
312"
2-3656 CSM 3020 CSM 2-3656 CSM 2-3656 CSM
2-30
30 C
SM
2-3030 CSM
2630 CSM
2-3656 CSM 3020 FX 3020 FX 2-3656 CSM3020 FX 3020 FX 2-3656 CSM3020 FX 3020 FX
1212
14
15
14
15
15 14
1415
1919
19
20
2020
2121
21
17
17
17
1
2
3
A B C D E
[email protected]"17T@10"
DN
[email protected]"17T@10"
DN [email protected]"17T@10"
DN
[email protected]"16T@10"UP
[email protected]"16T@10"UP
[email protected]"16T@10"UP
24682468
2668
3070
3070
2-2068 2668
2668
2668
2668 2668
2468
2668
2668
2-2068
3070
3070
26682468
A6.06
A6.06
A6.11
A6.11
A6.11
1F
5F
4F 4F4F
4F
1F
1F 1F
1F
4F
4F
1F4F1F1F 4F 1F 4F
4F4F 4F4F
4F4F
A4.14
A4.02
A4.13
A4.01
14'-9
"5'
-0"
14'-9
"5'
-0"
6'-1
"
6'-1
"
6'-1
"
Unit #1254 Unit #1256 Unit #1258 Unit #1260
M. BDRM.
3620 CSM
2-3656 CSM 3020 FX
12
[email protected]"17T@10"
DN
[email protected]"16T@10"
UP
WIC
1F4F
15 14
2668
2668
2668
26682668
2668
A6.06
5'-11" 7'-7"
13'-012" 6'-61
2"
3'-5
1 2"2'
-11"
6'-0
"11
'-7"
5'-912" 2'-11" 4'-4"
3020 CSM
2630
CSM
3020 CSM 3020 CSM
A5.02
A5.03
A5.02
A5.03
GENERAL NOTES:1. BUILDING ELEVATIONS MAY NOT ILLUSTRATE
EVERY 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.
4. REFER TO EXTERIOR ELEVS. FOR EXACTLOCATIONS OF EXTERIOR FINISHES.
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:
6'-0" WIDE 6'-8" TALL
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 A7.0 FOR ALL WINDOW SAFETY GLAZING AND FALLPROTECTION REQUIREMENTS.
LOCATIONS OF EXTERIOR FINISHES.
EXTERIOR FINISH KEY NOTES: 6" HORIZONTAL LAP SIDING
4" HORIZONTAL LAP SIDING
VERTICAL BOARD & BATTEN SIDING
3-COAT STUCCO
BALCONY WITH METAL RAILING
ROOF TOP STAIR ENCLOSURE
1
2
3
4
5
6
7
8
9
10
(8' ALLOWED FRONT SETBACK ENCROACHMENT)
11
F
F
F
F
F
F
F
F
F
F
F
COMPOSITION SHINGLE ROOF
PITCHED ROOF PARAPET, MIN. 36" HT.
DECOR. METAL CANOPY AWNING (PRIMARY AND SIDE STREET SETBACK ENCROACHMENT ALLOWED)
DECOR. 14" H. STUCCO PARAPET CAP
8" HIGH DECOR. WINDOW LINTEL 12aF
12bF 6" HIGH DECOR. WINDOW SILL
STUCCO CONTROL JOINT 4aF
13F 10" H.x 6"D DECOR. CORNICE
14F DECOR. HARDI-BOARD PANEL
THIN BRICK VENEER,1/2" THICK RUNNING BONDBY AMBRICO BRICK OR APPROVD. EQUAL
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.
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/ 5LBS. 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.
1
2
3
4
5
6
7
8
9
10
11
1a
INTERIOR KEY NOTES:
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.
A5.0 & A5.1.
LEVEL CONC. LANDING AREA. PROVIDE MIN. 48" WIDE WALKWAYS. MANUEVERING SPACE AT ALL ACCESSIBLE ENTRY DOORS TO CONFORM TO ANSI A117.1-1998 CH. 4
N.T.S.KEY PLAN
E
NNW
SW
NE
SES
W
PERR
Y ST
REET
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.
ROOF SCUPPER
ACCESSIBLE "VISITABLE" BATHROOM, SEE DTL. 6/A6.2
12
14
15
16
17
18
19
20
13
21
22
23
24A
25
26
TAKLESS WATER HEATER, SIZE PER CONTRACTOR.24B
GAS WATER HEATER, SIZE PER CONTRACTOR. PROTECT FROM VEHICLE IMPACT W/STEEL BOLLARD AT ALL GARAGE LOCATIONS, PILOT LIGHT TO BE 18" ABOVE SLAB.
THIR
D F
LOO
R PL
AN
1254
-126
0 PE
RRY
ST. T
OW
NHO
MES
A1.3
CO
PYRI
GHT
201
7IF
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
| 30
3.63
0.95
14fa
x
| 3
03.4
33.0
330
DATE ISSUEPROJECT #
SHEET #
KSA ARCHITECTURE, LLC. ALL RIGHTS RESERVED.
SHEET SIZE: 24" x 36"
ARCHITECT'S STAMP
BYREV.
RC
HIT
CTU
RA
EE
150804
PERR
Y ST
REET
TO
WN
HOM
ESN
EW T
ON
WHO
MES
1246
thru
126
0 N
. PER
RY S
TREE
TD
ENV
ER, C
OLO
RAD
O
02.07.17 BUILDING SUBMITTAL JK
11/4"=1'-0"THIRD LEVEL FLOOR PLAN
NORTH BUILDING
E
N
NW
SW
NE
SES
W
23'-4" 23'-4" 20'-2" 23'-4"90'-2"
24'-5
"
BALC
ON
YBE
LOW
BALC
ON
YBE
LOW
DN
A4.1B
A4.1C
A4.1B
A4.1C
6'-1
"18
'-4"
20'-3" 3'-1" 3'-1" 17'-2" 3'-1" 3'-1" 14'-0" 3'-1" 20'-3"3'-1"
3'-11"
6'-1
"14
'-10"
3'-6
"
12'-9
1 2"
3'-11"
6'-1
"14
'-10"
3'-6
"
2'-0
1 2"12
'-91 2"
3'-11"6'
-1"
14'-1
0"3'
-6"
2'-0
1 2"12
'-91 2"
3'-11"
6'-1
"14
'-10"
3'-6
"
2'-0
1 2"12
'-91 2"
26702670 26
7026
70
1'-0
" OH.
1'-0
" OH.
1'-0
" OH.
1'-0
" OH.
1'-0
" OH.
1'-0
" OH.
1'-0
" OH.
1'-0
" OH.
1
2
3
A B C D E
17R@
7.5"
16T@
10"
17R@
7.5"
16T@
10"
DN
17R@
7.5"
16T@
10"
17R@
7.5"
16T@
10"
DNDN
A6.06
A6.06
A6.11
A6.11
A6.11
F F
1F
4 4F 4F 4
1F
1F
1F
4F4F
1F4F1F4F1F1F 4F 1F 4F
4F4F 4F4F 4F4F
1F
A4.14
A4.02
A4.13
A4.01
2650
2650 2650
2650
6'-1
"
6'-1
"
6'-1
"
Unit #1254 Unit #1256 Unit #1258 Unit #1260
A/CA/CA/CA/C
FURN
FURN
FURN
FURN
A5.01
A5.01
GENERAL NOTES:1. BUILDING ELEVATIONS MAY NOT ILLUSTRATE
EVERY 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.
4. REFER TO EXTERIOR ELEVS. FOR EXACTLOCATIONS OF EXTERIOR FINISHES.
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:
6'-0" WIDE 6'-8" TALL
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 A7.0 FOR ALL WINDOW SAFETY GLAZING AND FALLPROTECTION REQUIREMENTS.
LOCATIONS OF EXTERIOR FINISHES.
EXTERIOR FINISH KEY NOTES: 6" HORIZONTAL LAP SIDING
4" HORIZONTAL LAP SIDING
VERTICAL BOARD & BATTEN SIDING
3-COAT STUCCO
BALCONY WITH METAL RAILING
ROOF TOP STAIR ENCLOSURE
1
2
3
4
5
6
7
8
9
10
(8' ALLOWED FRONT SETBACK ENCROACHMENT)
11
F
F
F
F
F
F
F
F
F
F
F
COMPOSITION SHINGLE ROOF
PITCHED ROOF PARAPET, MIN. 36" HT.
DECOR. METAL CANOPY AWNING (PRIMARY AND SIDE STREET SETBACK ENCROACHMENT ALLOWED)
DECOR. 14" H. STUCCO PARAPET CAP
8" HIGH DECOR. WINDOW LINTEL 12aF
12bF 6" HIGH DECOR. WINDOW SILL
STUCCO CONTROL JOINT 4aF
13F 10" H.x 6"D DECOR. CORNICE
14F DECOR. HARDI-BOARD PANEL
THIN BRICK VENEER,1/2" THICK RUNNING BONDBY AMBRICO BRICK OR APPROVD. EQUAL
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.
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/ 5LBS. 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.
1
2
3
4
5
6
7
8
9
10
11
1a
INTERIOR KEY NOTES:
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.
A5.0 & A5.1.
LEVEL CONC. LANDING AREA. PROVIDE MIN. 48" WIDE WALKWAYS. MANUEVERING SPACE AT ALL ACCESSIBLE ENTRY DOORS TO CONFORM TO ANSI A117.1-1998 CH. 4
N.T.S.KEY PLAN
E
NNW
SW
NE
SES
W
PERR
Y ST
REET
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.
ROOF SCUPPER
ACCESSIBLE "VISITABLE" BATHROOM, SEE DTL. 6/A6.2
12
14
15
16
17
18
19
20
13
21
22
23
24A
25
26
TAKLESS WATER HEATER, SIZE PER CONTRACTOR.24B
GAS WATER HEATER, SIZE PER CONTRACTOR. PROTECT FROM VEHICLE IMPACT W/STEEL BOLLARD AT ALL GARAGE LOCATIONS, PILOT LIGHT TO BE 18" ABOVE SLAB.
ROO
F PL
AN
1254
-126
0 PE
RRY
ST. T
OW
NHO
MES
A2.0
CO
PYRI
GHT
201
7IF
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
| 30
3.63
0.95
14fa
x
| 3
03.4
33.0
330
DATE ISSUEPROJECT #
SHEET #
KSA ARCHITECTURE, LLC. ALL RIGHTS RESERVED.
SHEET SIZE: 24" x 36"
ARCHITECT'S STAMP
BYREV.
RC
HIT
CTU
RA
EE
150804
PERR
Y ST
REET
TO
WN
HOM
ESN
EW T
ON
WHO
MES
1246
thru
126
0 N
. PER
RY S
TREE
TD
ENV
ER, C
OLO
RAD
O
02.07.17 BUILDING SUBMITTAL JK
11/4"=1'-0"ROOF LEVEL FLOOR PLAN
NORTH BUILDING
E
N
NW
SW
NE
SES
W
A4.1B
A4.1C
A4.1B
A4.1C
1'-0
" OH.
1'-0
" OH.
1'-0
" OH.
1'-0
" OH.
1'-0
" OH.
1'-0
" OH.
1'-0
" OH.
1'-0
" OH.
A6.05A
A6.05A
A6.05A
A6.05A
A4.14
A4.02
A4.13
A4.01
A6.05A
A6.05A
A6.06
A6.06
Unit #1254 Unit #1256 Unit #1258 Unit #1260
A/CA/CA/CA/C
FURN
FURN
FURN
FURN
A5.01
A5.01
GENERAL NOTES:1. BUILDING ELEVATIONS MAY NOT ILLUSTRATE
EVERY 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.
4. REFER TO EXTERIOR ELEVS. FOR EXACTLOCATIONS OF EXTERIOR FINISHES.
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:
6'-0" WIDE 6'-8" TALL
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 A7.0 FOR ALL WINDOW SAFETY GLAZING AND FALL
LOCATIONS OF EXTERIOR FINISHES.
EXTERIOR FINISH KEY NOTES: 6" HORIZONTAL LAP SIDING
4" HORIZONTAL LAP SIDING
VERTICAL BOARD & BATTEN SIDING
3-COAT STUCCO
BALCONY WITH METAL RAILING
ROOF TOP STAIR ENCLOSURE
1
2
3
4
5
6
7
8
9
10
(8' ALLOWED FRONT SETBACK ENCROACHMENT)
11
F
F
F
F
F
F
F
F
F
F
F
COMPOSITION SHINGLE ROOF
PITCHED ROOF PARAPET, MIN. 36" HT.
DECOR. METAL CANOPY AWNING (PRIMARY AND SIDE STREET SETBACK ENCROACHMENT ALLOWED)
DECOR. 14" H. STUCCO PARAPET CAP
8" HIGH DECOR. WINDOW LINTEL 12aF
12bF 6" HIGH DECOR. WINDOW SILL
STUCCO CONTROL JOINT 4aF
13F 10" H.x 6"D DECOR. CORNICE
14F DECOR. HARDI-BOARD PANEL
THIN BRICK VENEER,1/2" THICK RUNNING BONDBY AMBRICO BRICK OR APPROVD. EQUAL
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.
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/ 5LBS. 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.
1
2
3
4
5
6
7
8
9
10
11
1a
INTERIOR KEY NOTES:
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.
A5.0 & A5.1.
LEVEL CONC. LANDING AREA. PROVIDE MIN. 48" WIDE WALKWAYS. MANUEVERING SPACE AT ALL ACCESSIBLE ENTRY DOORS TO CONFORM TO ANSI A117.1-1998 CH. 4
N.T.S.KEY PLAN
E
NNW
SW
NE
SES
W
PERR
Y ST
REET
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.
ROOF SCUPPER
ACCESSIBLE "VISITABLE" BATHROOM, SEE DTL. 6/A6.2
12
14
15
16
17
18
19
20
13
21
22
23
24A
25
26
TAKLESS WATER HEATER, SIZE PER CONTRACTOR.24B
GAS WATER HEATER, SIZE PER CONTRACTOR. PROTECT FROM VEHICLE IMPACT W/STEEL BOLLARD AT ALL GARAGE LOCATIONS, PILOT LIGHT TO BE 18" ABOVE SLAB.
STA
IR E
NC
LOSU
RE R
OO
F PL
AN
1254
-126
0 PE
RRY
ST. T
OW
NHO
MES
A3.0
CO
PYRI
GHT
201
7IF
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
| 30
3.63
0.95
14fa
x
| 3
03.4
33.0
330
DATE ISSUEPROJECT #
SHEET #
KSA ARCHITECTURE, LLC. ALL RIGHTS RESERVED.
SHEET SIZE: 24" x 36"
ARCHITECT'S STAMP
BYREV.
RC
HIT
CTU
RA
EE
150804
PERR
Y ST
REET
TO
WN
HOM
ESN
EW T
ON
WHO
MES
1246
thru
126
0 N
. PER
RY S
TREE
TD
ENV
ER, C
OLO
RAD
O
02.07.17 BUILDING SUBMITTAL JK
11/4"=1'-0"STAIR ENCLOSURE ROOF PLAN
NORTH BUILDING
E
N
NW
SW
NE
SES
W
NOTE: STAIR ENCLOSURE ROOF SHEATHING:APROVED FIRE-RETARDENT-TREATED MATERIALFOR MIN. OF 4'-0" EITHER SIDE OF PARTY WALL,SEE DTL. 6/ A6.0.
A B
EXTERIOR ELEVATION - SOUTH FACINGSCALE 3/16" = 1''-0"
2
10
'-0
"9
'-0
"9
'-0
" M
IN
. (V
AR
IE
S)
6"
1'-0
1 2
"1
'-0
1 2
"1
'-0
1 2
"
9'-0
"
3'-6
"
(NORTH BLDG)
8'-0
"
3'-6
"
NOTE: CORNICE ENCROACHES 2"INTO FRONT SETBACKS. 3'-0"ALLOWED PER ZONING SECT. 6.3.7.4
2"
6
1
4
8
6
C
8
1
4
D E
7'-0
"1
0'-0
"9
'-0
"
T.O. ROOF
SECOND FLR. F.F.
THIRD FLR. F.F.
8'-8
1 2
" C
LG
. (V
AR
IE
S)
BASE PLANE HEIGHTAT FRONT 80%
5299'
T.O. STR. ROOF PL.
BASE PLANE HEIGHTAT REAR 20%
5294.0'
6"
4'-6
"
1'-0
1 2
"1
'-0
1 2
"1
'-0
1 2
"
EXTERIOR ELEVATION - FRONT/ WEST FACINGSCALE 3/16" = 1''-0"(NORTH BLDG)
1
2
4
5
8
6
6
9
37
'-2
1 2
" (B
UIL
DIN
G H
T. A
T F
RO
NT
B
AS
E P
LA
NE
)
41
'-1
" (T
OP
O
F S
TA
IR
T
OW
ER
, 1
2'-0
" A
LL
OW
ED
E
NC
RO
CH
ME
NT
)
32
3'-6
"
1
⅊
24'-10"
⅊10'-0"
⅊
7'-6"
⅊
7'-7"
BASE PLANE HEIGHTAT FRONT 80%
5299'
BASE PLANE HEIGHTAT REAR 20%
5294'
37
'-8
1 2
" (B
UIL
DIN
G H
T. A
T F
RO
NT
B
AS
E P
LA
NE
)
41
'-1
" (T
OP
O
F S
TA
IR
T
OW
ER
, 1
2'-0
" A
LL
OW
ED
E
NC
RO
CH
ME
NT
)
REAR SETBACK
(24'-8" FRONT SETBACK)
NORTH BLDG / STREET -WEST FACING ELEVATION
TRANSPARENCY CALCULATION DIAGRAMTOTAL TRANSPARENCY REQUIRED: 22'-4" * .30 (TRANSPARENCY REQ.) = 6.8' LINEAR FEETTOTAL TRANSPARENCY PROVIDED: 7 LINEAR FEET CLEAR GLAZING (7 / 22.3' (22'-4") = 31.3%)
22'-6"
5'-0" VERT. DIM.
ALL WINDOWS
2'-0"
4'-6" 2'-6"
4'-0"
4'-0"
4'-6
"
1
NOTE: CORNICE ENCROACHES 2"INTO REAR SETBACK. 5'-0"ALLOWED PER ZONING SECT.6.3.7.4
NOTE: BALCONY ENCROACHES4'-0" INTO REAR SETBACK. 5'-0"ALLOWED PER ZONING SECT.6.3.7.4
BALCONIES ENCROACH 4-0" INTOFRONT SETBACK. 8'-0" ALLOWED PERZONING SECT. 6.3.7.4
7'-0" ZONE OF
TRANSPARENCY
CLEAROPENINGBEYOND
1254 / UNIT #5 1246 / UNIT #1
1254 / UNIT #5
1256 / UNIT #6 1258 / UNIT #7 1260 / UNIT #8
8'-8"
12b
12a
12a
1'-0
"
1'-0
"
8'-0
"
3'-6"
13
'-6
"
3'-6"
CLEAROPENINGBEYOND
10
10
14
1414
5309.6'
T.O. ROOF
SECOND FLR. F.F.
THIRD FLR. F.F.
5309.6'
1'-2
"
10
"
1'-2
"
10
"
12
1
FIN. FLR. HT./ FIN. GRADE
5300.5'(UNIT 5)
BASE PLANE HEIGHTAT REAR 20%
5294'
38
'-8
" (B
UIL
DIN
G H
EIG
HT
F
RO
M R
EA
R B
AS
E P
LA
NE
)
10
'-0
"9
'-0
"1
1'-0
" (V
AR
IE
S)
6"
1'-0
1 2
"
1'-0
1 2
"
1'-0
1 2
"
3'-6
"
REAR 20% (RE. SITE PLAN)
14'-10"
SECOND FLR. F.F.5307.6'
18" FRONT ENCROACHMENT ALLOWEDGAS METERS, PROJECT 12" FROM WALL,
56 SQ. FT. OPENING AT BALCONYFACADE. (55% OPENING WITHIN102 SQ. FT. FACADE.)
CLEAROPENINGBEYOND
GENERAL NOTES:1. BUILDING ELEVATIONS MAY NOT ILLUSTRATE
EVERY 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.
4. REFER TO EXTERIOR ELEVS. FOR EXACTLOCATIONS OF EXTERIOR FINISHES.
EXTERIOR FINISH KEY NOTES: 6" HORIZONTAL LAP SIDING
4" HORIZONTAL LAP SIDING
VERTICAL BOARD & BATTEN SIDING
3-COAT STUCCO
BALCONY WITH METAL RAILING
ROOF TOP STAIR ENCLOSURE
1
2
3
4
5
6
7
8
9
10
(8' ALLOWED FRONT SETBACK ENCROACHMENT)
11
COMPOSITION SHINGLE ROOF
PITCHED ROOF PARAPET, MIN. 36" HT.
DECOR. METAL CANOPY AWNING (PRIMARY AND SIDE STREET SETBACK ENCROACHMENT ALLOWED)
DECOR. 14" H. STUCCO PARAPET CAP
8" HIGH DECOR. WINDOW LINTEL 12a
12b 6" HIGH DECOR. WINDOW SILL
STUCCO CONTROL JOINT 4a
13 10" H.x 6"D DECOR. CORNICE
14 DECOR. HARDI-BOARD PANEL
THIN BRICK VENEER,1/2" THICK RUNNING BONDBY AMBRICO BRICK OR APPROVD. EQUAL
CO
PYRI
GHT
201
7IF
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
| 30
3.63
0.95
14fa
x
| 3
03.4
33.0
330
DATE ISSUEPROJECT #
SHEET #
KSA ARCHITECTURE, LLC. ALL RIGHTS RESERVED.
SHEET SIZE: 24" x 36"
ARCHITECT'S STAMP
BYREV.
RC
HIT
CTU
RA
EE
150804
PERR
Y ST
REET
TO
WN
HOM
ESN
EW T
ON
WHO
MES
1246
thru
126
0 N
. PER
RY S
TREE
TD
ENV
ER, C
OLO
RAD
O
02.07.17 BUILDING SUBMITTAL JK
EXTE
RIO
R EL
EVA
TION
S 1
NO
RTH
BUIL
DIN
G12
54- 1
260
N. P
ERRY
ST.
A4.0
EXTERIOR ELEVATION - NORTH FACINGSCALE 3/16" = 1''-0"
4(NORTH BLDG)
AB
10
'-0
"9
'-0
"
9'-0
" M
IN
. (V
AR
IE
S)
6"
1'-0
1 2
"1
'-0
1 2
"1
'-0
1 2
"
9'-0
"
8'-0
"
3'-6
"
6
1
4
8
6
C
8
4
DE
EXTERIOR ELEVATION - REAR/ EAST FACINGSCALE 3/16" = 1''-0"(NORTH BLDG)
7'-0
"1
0'-0
"9
'-0
"
T.O. ROOF
SECOND FLR. F.F.
THIRD FLR. F.F.
9'-1
1" C
LG
. (V
AR
IE
S)
T.O. STR. ROOF PL.
6"
4'-6
"
1'-0
1 2
"1
'-0
1 2
"1
'-0
1 2
"
1
2
4
5
6
6
5
9
3 2
3'-6
"
1
⅊7'-7"
⅊7'-7"
⅊24'-10"
⅊10'-0"
REAR SETBACK
(24'-8" FRONT SETBACK)
BASE PLANE HEIGHTAT FRONT 80%
5299'
BASE PLANE HEIGHTAT REAR 20%
5294'
39
'-8
" (B
UIL
DIN
G H
EIG
HT
F
RO
M R
EA
R B
AS
E P
LA
NE
)
41
'-1
" (T
OP
O
F S
TA
IR
T
OW
ER
, 1
2'-0
" A
LL
OW
ED
E
NC
RO
CH
ME
NT
)
3
NOTE: CORNICE ENCROACHES 2"INTO FRONT SETBACK. 3'-0"ALLOWED PER ZONING SECT. 6.3.7.4
BALCONIES ENCROACH 4'-0" INTOFRONT SETBACKS. 8'-0" ALLOWEDPER ZONING SECT. 6.3.2.9
NOTE: CORNICE ENCROACHES 2"INTO REAR SETBACK. 5'-0"ALLOWED PER ZONING SECT.6.3.7.4
BALCONIES ENCROACH 4-0" INTOREAR SETBACKS. 5'-0" ALLOWEDPER ZONING SECT. 6.3.7.4
CLEAROPENING
1260 / UNIT #81258 / UNIT #7
1256 / UNIT #61254 / UNIT #5
1260 / UNIT #8UNIT #4
10'-10" 11'-6"
1'-0"1'-0"
18'-2"
1'-0"
21'-4"
1'-0"
11'-0"11'-4"
1'-0"
8'-8"
1'-0"
8'-0"
8'-0"
1'-2
"
1'-0
"
1'-2
"
1'-0
"
1'-0
"
28 SQ. FT. OPENING AT BALCONYFACADE. (50% OPENING WITHIN54 SQ. FT. FACADE.)
1
4'-0"
8'-0
"
3'-6"
CLEAROPENING
3'-6"
8'-0
"
4'-0"
13
'-8
"
(O
PE
NIN
G)
10
10
10
10
T.O. ROOF
SECOND FLR. F.F.
THIRD FLR. F.F.
5309.6'
T.O. ROOF
SECOND FLR. F.F.
THIRD FLR. F.F.
5307.6'
5307.6'
12A12A
18" DEEP x 8" H X 5' WLINTEL. LINTELS ALLOWEDTO ENCROACH INTO SIDESETBACKS, PER SECT. 6.3.7.4
18" DEEP x 8" H X 5' WLINTEL. LINTELS ALLOWEDTO ENCROACH INTO SIDESETBACKS, PER SECT. 6.3.7.4
12
1
MAIL KIOSK ELEVATION SCALE 1/2" = 1''-0"5A
NOTES:1. This unit is approved for USPS and private applications.2. Decorative mailbox accessories sold separately and are USPS Approved products.3. Pedestal should be installed with included Rubber Pad; mounting hardware not included, refer to installation manual for recommendations.4. Florence "F" series CBU is Officially Licensed by USPS: License #CDSEQ-08-B-0012.
18"
61 1/2"
33 3/8"
62"
28"
30 1/2"
57 5/8"
45"
30"
BIKE RACK ELEVATION SCALE 1/2" = 1''-0"
35"
NOTES:35"x5"X24" SINGLE SIDED "U" BIKE RACK BY PEAK RACKS OR APPROVED ALTERNATE.
24"
5B
COLOR: GREEN POWDERCOAT
FIN. FLR. HT./ FIN. GRADE
5296.82'(UNIT 8)
BASE PLANE HEIGHTAT FRONT 80%
5299'
BASE PLANE HEIGHTAT REAR 20%
5294.0'
39
'-1
" (T
OP
O
F S
TA
IR
T
OW
ER
, 1
2'-0
" A
LL
OW
ED
E
NC
RO
CH
ME
NT
)
39
'-8
" (B
UIL
DIN
G H
T. A
T F
RO
NT
B
AS
E P
LA
NE
)
REAR 20% (RE. SITE PLAN)
14'-10"
37
'-2
1 2
" (B
UIL
DIN
G H
T. A
T F
RO
NT
B
AS
E P
LA
NE
)
BASE PLANE HEIGHTAT FRONT 80%
5299'
41
'-1
" (T
OP
O
F S
TA
IR
T
OW
ER
, 1
2'-0
" A
LL
OW
ED
E
NC
RO
CH
ME
NT
)
8
5
5
8'-0
"
(O
PE
NIN
G)
56 SQ. FT. OPENING AT BALCONYFACADE. (55% OPENING WITHIN102 SQ. FT. FACADE.)
CLEAROPENING
8'-0
"
(O
PE
NIN
G)
EXTERIOR FINISH KEY NOTES: 6" HORIZONTAL LAP SIDING
4" HORIZONTAL LAP SIDING
VERTICAL BOARD & BATTEN SIDING
3-COAT STUCCO
BALCONY WITH METAL RAILING
ROOF TOP STAIR ENCLOSURE
1
2
3
4
5
6
7
8
9
10
(8' ALLOWED FRONT SETBACK ENCROACHMENT)
11
COMPOSITION SHINGLE ROOF
PITCHED ROOF PARAPET, MIN. 36" HT.
DECOR. METAL CANOPY AWNING (PRIMARY AND SIDE STREET SETBACK ENCROACHMENT ALLOWED)
DECOR. 14" H. STUCCO PARAPET CAP
8" HIGH DECOR. WINDOW LINTEL 12a
12b 6" HIGH DECOR. WINDOW SILL
STUCCO CONTROL JOINT 4a
13 10" H.x 6"D DECOR. CORNICE
14 DECOR. HARDI-BOARD PANEL
THIN BRICK VENEER,1/2" THICK RUNNING BONDBY AMBRICO BRICK OR APPROVD. EQUAL
GENERAL NOTES:1. BUILDING ELEVATIONS MAY NOT ILLUSTRATE
EVERY 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.
4. REFER TO EXTERIOR ELEVS. FOR EXACTLOCATIONS OF EXTERIOR FINISHES.
CO
PYRI
GHT
201
7IF
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
| 30
3.63
0.95
14fa
x
| 3
03.4
33.0
330
DATE ISSUEPROJECT #
SHEET #
KSA ARCHITECTURE, LLC. ALL RIGHTS RESERVED.
SHEET SIZE: 24" x 36"
ARCHITECT'S STAMP
BYREV.
RC
HIT
CTU
RA
EE
150804
PERR
Y ST
REET
TO
WN
HOM
ESN
EW T
ON
WHO
MES
1246
thru
126
0 N
. PER
RY S
TREE
TD
ENV
ER, C
OLO
RAD
O
02.07.17 BUILDING SUBMITTAL JK
EXTE
RIO
R EL
EVA
TION
S 2
NO
RTH
BUIL
DIN
G12
54-1
260
PERR
Y ST
. TO
WN
HOM
ES
A4.1
GARAGE
KITCHENLIVING RM.
M. BATHW.I.CBATH 2
ROOF DECK
13 2
GARAGE
LIVING RM.
ROOF DECK
13 2
DINING
BATH 2 HALL
1 3/16"=1'-0"NORTH BUILDING SECTION "A"
3 3/16"=1'-0"NORTH BUILDING SECTION "C" 2 3/16"=1'-0"
NORTH BUILDING SECTION "B"
2-CARGARAGE2-CAR
GARAGE1-CARGARAGE2-CAR
GARAGE
KITCHENDINING
DININGKITCHENKITCHENDININGDININGDINING
M. BDRM.M. BATHM. BATH M. BDRM.M. BATHM. BDRM.M. BATHM. BDRM.
ROOF DECK
ABCDE
UNIT #1254
ROOF DECKROOF DECKROOF DECK
UNIT #1256UNIT #1258UNIT #1260
3RD LEVEL
ROOF DECKROOFTOP FLR. F.F.RE: WALL SECTION
SECOND FLR. F.F.RE: WALL SECTION
THIRD FLR. F.F.RE: WALL SECTION
FIRST FLR. F.F.
RE: WALL SECTION
2ND LEVEL
GARAGE
3RD LEVEL
2ND LEVEL
GARAGE
4 3/16"=1'-0"BALCONY SECTION5 3/16"=1'-0"
BALCONY SECTION
CO
PYRI
GHT
201
7IF
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
| 30
3.63
0.95
14fa
x
| 3
03.4
33.0
330
DATE ISSUEPROJECT #
SHEET #
KSA ARCHITECTURE, LLC. ALL RIGHTS RESERVED.
SHEET SIZE: 24" x 36"
ARCHITECT'S STAMP
BYREV.
RC
HIT
CTU
RA
EE
150804
PERR
Y ST
REET
TO
WN
HOM
ESN
EW T
ON
WHO
MES
1246
thru
126
0 N
. PER
RY S
TREE
TD
ENV
ER, C
OLO
RAD
O
02.07.17 BUILDING SUBMITTAL JK
BUIL
DIN
G S
ECTIO
NS
PERR
Y ST
REET
TO
WN
HOM
ES
A5.0
WP
19
BATH 2
WP
WP
FURN
A/C
SECOND FLR. F.F.
FIN. FLR. HEIGHT
RE: SECTIONS
RE:SECTIONS
THIRD FLR. F.F.
T.O. ROOF
CO
PYRI
GHT
201
7IF
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
| 30
3.63
0.95
14fa
x
| 3
03.4
33.0
330
DATE ISSUEPROJECT #
SHEET #
KSA ARCHITECTURE, LLC. ALL RIGHTS RESERVED.
SHEET SIZE: 24" x 36"
ARCHITECT'S STAMP
BYREV.
RC
HIT
CTU
RA
EE
150804
PERR
Y ST
REET
TO
WN
HOM
ESN
EW T
ON
WHO
MES
1246
thru
126
0 N
. PER
RY S
TREE
TD
ENV
ER, C
OLO
RAD
O
02.07.17 BUILDING SUBMITTAL JK
(EN
D U
NITS
)
STA
IR P
LAN
S A
ND
DET
AIL
S
A5.1 1 1/2"=1'-0"1ST FLOOR STAIR PLAN
2 1/2"=1'-0"2ND FLOOR STAIR PLAN
3 1/2"=1'-0"2ND FLOOR STAIR PLAN4 1/2"=1'-0"
3ND FLOOR STAIR PLAN5 1/2"=1'-0"ROOF FLOOR STAIR PLAN
6 1/2"=1'-0"STAIR SECTION7 1/2"=1'-0"
STAIR SECTION
SECOND FLR. F.F.
FIN. FLR. HEIGHT
RE: SECTIONS
RE: SECTIONS
THIRD FLR. F.F.
T.O. ROOF
1
BATH.
A/C
FURN
CO
PYRI
GHT
201
7IF
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
| 30
3.63
0.95
14fa
x
| 3
03.4
33.0
330
DATE ISSUEPROJECT #
SHEET #
KSA ARCHITECTURE, LLC. ALL RIGHTS RESERVED.
SHEET SIZE: 24" x 36"
ARCHITECT'S STAMP
BYREV.
RC
HIT
CTU
RA
EE
150804
PERR
Y ST
REET
TO
WN
HOM
ESN
EW T
ON
WHO
MES
1246
thru
126
0 N
. PER
RY S
TREE
TD
ENV
ER, C
OLO
RAD
O
02.07.17 BUILDING SUBMITTAL JK
(MID
DLE
UN
ITS)
STA
IR P
LAN
S A
ND
DET
AIL
S
A5.2 1 1/2"=1'-0"
1ST FLOOR STAIR PLAN7 1/2"=1'-0"STAIR SECTION
2 1/2"=1'-0"2ND FLOOR STAIR PLAN
3 1/2"=1'-0"3RD FLOOR STAIR PLAN
4 1/2"=1'-0"ROOF FLOOR STAIR PLAN
6 1 1/2"=1'-0"STAIR DETAIL
7 1 1/2"=1'-0"STAIR DETAIL
8 1 1/2"=1'-0"RAILING DETAIL9 1 1/2"=1'-0"
HANDRAIL DETAIL
6a NO SCALE UL DESIGN #U366, #U373, OR #U3752-HOUR PARTY WALL ASSEMBLY (AT ROOFTOP WALL)
FIRST FLR.
SECOND FLR.
THIRD FLR.
ROOFTOP
6 NO SCALE UL DESIGN #U366, #U373, OR #U3752-HOUR PARTY WALL ASSEMBLY (AT DEMISING WALL)5 NO SCALE
EAVE DETAIL 4 NO SCALEHANDRAIL DETAIL
ROOFTOP
4a NO SCALEHANDRAIL DETAIL
GA FILE NO. ASW 1000, 60-64 STC RATING
GA FILE NO. ASW 1000
DEMISING END-WALL
A
A
A
A
3 NO SCALESTAIR/GUARDRAIL DETAIL
5a NO SCALEEAVE DETAIL - 1-HOUR RATED (GA RC-2602)
CO
PYRI
GHT
201
7IF
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
| 30
3.63
0.95
14fa
x
| 3
03.4
33.0
330
DATE ISSUEPROJECT #
SHEET #
KSA ARCHITECTURE, LLC. ALL RIGHTS RESERVED.
SHEET SIZE: 24" x 36"
ARCHITECT'S STAMP
BYREV.
RC
HIT
CTU
RA
EE
150804
PERR
Y ST
REET
TO
WN
HOM
ESN
EW T
ON
WHO
MES
1246
thru
126
0 N
. PER
RY S
TREE
TD
ENV
ER, C
OLO
RAD
O
02.07.17 BUILDING SUBMITTAL JK
BUIL
DIN
G D
ETA
ILS
1
PERR
Y ST
REET
TO
WN
HOM
ES
A6.0
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 COLUMNSAT GARAGE
ROOF DECK
T.O.W.
THIRD FLR.
ROOFTOP
ROOF DECK SEE EXTER. ELEVS.
T.O.W. SEE EXTER. ELEVS.
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)
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)C
OPY
RIG
HT 2
017
IF T
HIS
DRA
WIN
G IS
NO
T PR
INTE
D O
N A
24"
x36"
SHE
ET, I
T IS
NO
T TO
SC
ALE
4900
W. 2
9th
Ave
nue
Den
ver,
CO
802
12of
fice
| 30
3.63
0.95
14fa
x
| 3
03.4
33.0
330
DATE ISSUEPROJECT #
SHEET #
KSA ARCHITECTURE, LLC. ALL RIGHTS RESERVED.
SHEET SIZE: 24" x 36"
ARCHITECT'S STAMP
BYREV.
RC
HIT
CTU
RA
EE
150804
PERR
Y ST
REET
TO
WN
HOM
ESN
EW T
ON
WHO
MES
1246
thru
126
0 N
. PER
RY S
TREE
TD
ENV
ER, C
OLO
RAD
O
02.07.17 BUILDING SUBMITTAL JK
BUIL
DIN
G D
ETA
ILS
2
PERR
Y ST
REET
TO
WN
HOM
ES
A6.1
2 NOT TO SCALE JAMB AT BRICK VENEER
10 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
TYPE "B" VISITABLE UNITS
9 NOT TO SCALE METAL CANOPY DETAIL
CO
PYRI
GHT
201
7IF
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
| 30
3.63
0.95
14fa
x
| 3
03.4
33.0
330
DATE ISSUEPROJECT #
SHEET #
KSA ARCHITECTURE, LLC. ALL RIGHTS RESERVED.
SHEET SIZE: 24" x 36"
ARCHITECT'S STAMP
BYREV.
RC
HIT
CTU
RA
EE
150804
PERR
Y ST
REET
TO
WN
HOM
ESN
EW T
ON
WHO
MES
1246
thru
126
0 N
. PER
RY S
TREE
TD
ENV
ER, C
OLO
RAD
O
02.07.17 BUILDING SUBMITTAL JK
BUIL
DIN
G D
ETA
ILS
3
PERR
Y ST
REET
TO
WN
HOM
ES
A6.2
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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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
CO
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14fa
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33.0
330
DATE ISSUEPROJECT #
SHEET #
KSA ARCHITECTURE, LLC. ALL RIGHTS RESERVED.
SHEET SIZE: 24" x 36"
ARCHITECT'S STAMP
BYREV.
RC
HIT
CTU
RA
EE
150804
PERR
Y ST
REET
TO
WN
HOM
ESN
EW T
ON
WHO
MES
1246
thru
126
0 N
. PER
RY S
TREE
TD
ENV
ER, C
OLO
RAD
O
02.07.17 BUILDING SUBMITTAL JK
PRO
JEC
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S 2
PERR
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REET
TO
WN
HOM
ES
A7.1
Unit #1254
PWDR.
PWDR.
PWDR.
2-CARGARAGE 2-CAR
GARAGE2-CAR
GARAGE1-CAR
GARAGEENTRY
ENTRY ENTRY
ENTRYSS
SS
SS
SS
SS
S S
S SS 3S 3
S 3
S
3 S
3
S
3
UP TOFIXTURE
UP TOFIXTURE
UP TOFIXTURE
UP TOFIXTURE
SS
SS3
S3
S
3
S3
S3
S
S 3
GFC
I
GFC
I
GFC
I
GFC
I
WP WP WP WP WP WP WP WP WP WP WP WP
WP
WP
GFCIWP
WP
GFC
I
GFC
I
GFC
I
WP WP WP WP
GFC
I
GFC
I
GFCI
Unit #1256 Unit #1258 Unit #1260
(VISITABLE)(VISITABLE)(VISITABLE)
N.T.S.KEY PLAN
E
NNW
SW
NE
SES
W
PERR
Y ST
REETGENERAL 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.
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
KITCHEN
BALC
ON
Y DINING
LIVING RM.
KITCHEN
DINING
LIVING RM.
PWDR.
KITCHEN
PDR. BALC
ON
YDINING
LIVING RM.
KITCHEN
LIVING RM.
PWDR.PWDR.
RANGEPWR.
D/W.PWR.
C
CC
C
REFER.PWR.
DW.PWR.
REFER.PWR.
RANGEPWR.
REFER.PWR.
REFER.PWR.
W/DPWR.
DW.PWR.
REFER.PWR.
RANGEPWR.
DW.PWR.
SSS
S
SS
S3
S
3
UP TOFIXTURE
DN
TOFIXTURE
SS
S
S SSS 3
DN
TOFIXTURE
S S
SSS
UP TOFIXTURE
S
GFCI
SSSS3
DN
TOFIXTURE
UP TOFIXTURE
SSS
S S
SSS
S
S
UP TOFIXTURE
S DN
TOFIXTURE
SS
S
S
SS
GFCI
GFCI
GFCI
GFCI
GFCIGFCI
GFCI
GFCI
GFC
I
GFC
I
GFC
I
GFC
I
GFC
I
GFC
I
GFCI
GFCI
GFCI
GFCI
GFC
I
GFC
I
GFC
I
GFC
I
GFCI
GFCI
GFCI
3 3 3 3
WP
WP
WP
WP
WPWP
GFC
I
GFCI
Unit #1254
Unit #1256 Unit #1258 Unit #1260
FIRS
T &
SEC
ON
D E
LEC
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NS
1254
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0 PE
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ST. T
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CO
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7IF
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802
12of
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3.63
0.95
14fa
x
| 3
03.4
33.0
330
DATE ISSUEPROJECT #
SHEET #
KSA ARCHITECTURE, LLC. ALL RIGHTS RESERVED.
SHEET SIZE: 24" x 36"
ARCHITECT'S STAMP
BYREV.
RC
HIT
CTU
RA
EE
150804
PERR
Y ST
REET
TO
WN
HOM
ESN
EW T
ON
WHO
MES
1246
thru
126
0 N
. PER
RY S
TREE
TD
ENV
ER, C
OLO
RAD
O
02.07.17 BUILDING SUBMITTAL JK
11/4"=1'-0"FIRST LEVEL ELECTRICAL PLAN
NORTH BUILDING
E
N
NW
SW
NE
SES
W
21/4"=1'-0"SECOND LEVEL ELECTRICAL PLAN
NORTH BUILDING
E
NNW
SW
NE
SE
S
W
N.T.S.KEY PLAN
E
NNW
SW
NE
SES
W
PERR
Y ST
REETGENERAL 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.
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
S3S
DN
TOFIXTURE
WP
GFCIWP
S3S
DN
TOFIXTURE
WP
GFCIWP
S3S
DN
TOFIXTURE
GFCIWP
WP
S3S
DN
TOFIXTURE
GFCIWP
WP
HOSEBIBBGAS
HOSEBIBB
GAS
HOSEBIBB
GAS
HOSEBIBB
GAS
A/CA/CA/CA/C
FURN
FURN
FURN
FURN
BATH 2
M. BATH
BALC
ON
Y
WIC.
BDRM. 2
M. BDRM.
BATH. 2
MA.BATH.
WIC.
WIC.
BDRM. 2
BATH 2
M. BDRM.
M. BATH
BALC
ON
Y
WIC.
BDRM. 2
M. BDRM.
W/DPWR.
SS
SS
SSS
S3
S3SS
SSS
S
S 3
S 3S 3
S 3
DN
TOFIXTURE
UP TOFIXTURE
GFCI
GFCI
GFCI
GFCI
GFC
I
WP
WP
WP
WP
SSS
W/DPWR.
S S33
SS3
UP TOFIXTURE
DN
TOFIXTURE
SS
S SSS
S
S
3
S3
GFCI
GFC
I
3
WP
WP
W/DPWR.
SS
S S33
UP TOFIXTURE
DN
TOFIXTURE
S S33
SSS
SSS
SS
S3SS
S
3
GFCI
GFCI
GFCI
GFCI
GFC
I
WP
WP
WP
WP
WP
WP
M. BDRM.
WP
S 3
S 3S 3
S 3
DN
TOFIXTURE
UP TOFIXTURE
GFCI
GFCI
GFCI
SSS
SSS
S
SS
S
3
3
W/DPWR.
THIR
D &
RO
OF
ELEC
. PLA
NS
1254
-126
0 PE
RRY
ST. T
OW
NHO
MES
E1.2
CO
PYRI
GHT
201
7IF
THI
S D
RAW
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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
| 30
3.63
0.95
14fa
x
| 3
03.4
33.0
330
DATE ISSUEPROJECT #
SHEET #
KSA ARCHITECTURE, LLC. ALL RIGHTS RESERVED.
SHEET SIZE: 24" x 36"
ARCHITECT'S STAMP
BYREV.
RC
HIT
CTU
RA
EE
150804
PERR
Y ST
REET
TO
WN
HOM
ESN
EW T
ON
WHO
MES
1246
thru
126
0 N
. PER
RY S
TREE
TD
ENV
ER, C
OLO
RAD
O
02.07.17 BUILDING SUBMITTAL JK
11/4"=1'-0"THIRD LEVEL ELECTRICAL PLAN
NORTH BUILDING
E
N
NW
SW
NE
SES
W
21/4"=1'-0"ROOF LEVEL ELECTRICAL PLAN
NORTH BUILDING
E
NNW
SW
NE
SE
S
W
