garage (rowhouse building form)...1323 wolff unit #3 unit #4 unit #1 unit #2 north 1321 garage * *...
TRANSCRIPT
PROPERTY LINE 125.0'
PROPERTY LINE 125.0'
PRO
PERT
Y LI
NE
50.0
'
PRO
PERT
Y LI
NE
50.0
'
25'-11" FRONT SETBACK26'-21
2"
5'-0
"SI
DE
SETB
AC
K
5'-0
"SI
DE
SETB
AC
K
5'-4
"5'
-4"
8'-0"GARAGE
REARSETBACK
8'-2"
ELEV.(REF. SURVEY)
5348.46' ELEV.(REF. SURVEY)
5347.14'
ELEV.(REF. SURVEY)
5346.79'
2
ELEV.(REF. SURVEY)
5348.7'
4'-0
"4'
-0"
23'-3
1 2"22
'-81 2"
5'-0
"5'
-0"
1
1331 WOLFF STREETADJACENT NEIGHBOR
26'.1'
1305 WOLFF STREETADJACENT NEIGHBOR
1 1/8"=1'-0"SITE PLAN
NO
RTH
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.
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.
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 DISABILITYGLARE.
SITE LEGEND
PROPERTY BOUNDARY
SETBACK INDICATION
DOWNSPOUT
SPLASH BLOCKS (AT DOWNSPOUTS
BLOCKS TO POINTS AT A MIN. 5'-0"AWAY FROM STRUCTUREDRAINAGE DIRECTION
(SLOPE TO DRAIN MIN. 2%)
SHALL DISCHARGE TO 24" SPLASH
6' CEDAR FENCE LOCATIONX
KEY NOTES: MAILBOX LOCATION
BIKE RACK LOCATION
A
B
ARCHITECT OF RECORD:KSA ARCHITECTURE, LLCJIM KEAVNEY, ARCHITECT4900 W. 29TH AVENUEDENVER, COLORADO 80212(303) 630-9514/ [email protected]
STRUCTURAL ENGINEER:GEI STRUCTURAL ENGINEERING
6355 WARD ROAD #308ARVADA COLORADO 80004(303) 940-0996/
JERRY MEISER , PE
ZONING DESIGNATION ................... U-RH-3AMAXIMUM STORIES / BUILDING HT... 2-1/2 | 35'-0" (FRONT 65%) 2.5 stories/ 19'-0" (REAR 35%) 1 storyPRIMARY BASE PLANE ......................5348.0' (FRONT)/ 5348.5' (REAR)
SETBACKS ......................................... FRONT: 25'-11", BLOCK SENSITIVE
REAR: 10'-0" SIDES, INTERIOR: 5'-0"
UPPER STORY SETBACK.................... 15' FOR FLAT ROOF ABOVE 25' FOR SIDE STREET AND SIDE INTERIOR
REAR: 5'-0" (23' TOTAL CLEAR DEPTH PROVIDED AT GARAGE ENTRY-
GARAGE: (FOLLOW DETACHED GARAGE SETBACKS)
SIDES, INTERIOR: 0'-0"
GARAGE DOOR TO REAR OF ALLEY)
(FIRE REVIEW REQUIRES 3'-0" MIN.)
UPPER STORY STEPBACK.................. 10' FOR FLAT ROOF ABOVE 25' / PRIMARY STREET
NORTH WOLFFTOWNHOMES
NEW TWO AND 1/2 STORY FOUR UNIT RESIDENCES1317 thru 1323 NORTH WOLFF ST, DENVER, COLORADO
(ROWHOUSE BUILDING FORM)
DRAWING INDEXA0.0.......... SITE PLAN & PROJECT DATAA1.0.......... FIRST FLOOR PLANA1.1 ......... SECOND FLOOR PLANA1.2 ......... THIRD FLOOR PLANA1.3 ......... ROOF PLANA2.0 ......... EXTERIOR ELEVATIONS 1A2.1 ......... EXTERIOR ELEVATIONS 2A3.0 ......... BUILDING SECTIONSA3.1 ......... STAIR SECTION/DETAILSA4.0 ......... PROJECT DETAILS 1A4.1 ......... PROJECT DETAILS 2A5.0 ......... PROJECT NOTES 1A5.1 ......... PROJECT NOTES 2E1.0 .......... FIRST FLOOR ELECTRICAL PLANE1.1 .......... SECOND FLOOR ELECTRICAL PLANE1.2 .......... THIRD FLOOR ELECTRICAL PLAN
STRUCTURAL DRAWINGSS-1 ........... CAISSON FOUNDATION PLANF-1 ........... MAIN FLOOR FRAMING PLANSF-2 ........... SECOND FLOOR FRAMING PLANSF-3 ............. THIRD FLOOR FRAMING PLANSF-4 ............. ROOF FRAMING PLANS
PARKING REQUIRED ....................... 1 SPACE PER UNIT REQD. (1 PER UNIT PROVIDED)
NO SCALE
VICINITY MAP2 N
ORT
H
LOCATIONPROJECT
3'-0"TOPL.
3'-0"TOPL.
1323-#101F.F. = 5,349.75
1317-#104F.F. = 5,349.75
1321-#102F.F. = 5,349.75
1319-#103F.F. = 5,349.75
FLOOR ABOVE
FLOOR ABOVE
4'-0" 19'-1"
19'-1"
6'-3
"
4'-0
"
AREA CALCULATIONS (SQ. FT.):
1317 -1323 WOLFF ST. UNITS(BUILDING GROSS AREA):FIRST FLOOR GROSS AREA .................................................. 3,224 SQ. FT.SECOND FLOOR GROSS AREA .......................................... 2,042 SQ. FT.HALF STORY GROSS AREA ............................................ 852 SQ. FT.TOTAL GROSS AREA ..................................................... 6,118 SQ. FT.
1317 WOLFF SPACE / GAR.
2nd FLR.
480/182
744/182480/182
592 230230212
1st FLR. COND.ADDRESS COND. SPACE
HALF STORYCOND. SPACE
1317-1323 WOLFF STREET UNITS (UNIT AREAS):
414592
744/182 212414
1319 WOLFF1321 WOLFF1323 WOLFF
GENERAL NOTES:1. SITE PLAN WAS GENERATED BASED ON A LAND SURVEY PLAT COMPLETED
BY ALTITUDE LAND CONSULTANTS LLC.2. ALL EXTERIOR FLATWORK AND STEPS TO GRADE SHALL BE VERIFIED IN
FIELD. SLOPE ALL CONC. PATIOS/PORCHES AWAY FROM HOUSE AT 1/4"PER FOOT.
3. BUILDING SEWER LINE SERVING THE EXISTING BUILDING TO BEDEMOLISHED OR MOVED MUST BE PROPERTY CUT OFF, AND FINALCUT-OFF INSPECTION APROVED BY PWDES PRIOR TO ISSUANCE OF ASEWER USE & DRAINAGE PERMIT FOR ANY NEW BUILDING.
SURVEYOR CERTIFICATION:I, KARL FRANKLIN, A REGISTERED LAND SURVEYOR IN THE STATEOF COLORADO, DO HEREBY CERTIFY THAT THE SURVEY FOR THEVRAIN ROWHOME PROJECT WAS MADE UNDER MYSUPERVISION AND THE ACCOMPANYING PLAN ACCURATELYAND PROPERLY SHOWS SAID SURVEY.
ZONING & PROJECT INFORMATION:
PROPOSED USE ................................ MULTI-FAMILY RESIDENTIALBUILDING FORM ............................... ROWHOMES / UNSPRINKLEDOCCUPANCY GROUP .................... IRC TOWNHOMES
FIRE FLOW DATA BLOCK:TOTAL FIRE FLOW REQUIRED FOR THIS SITE IS 1,500 GPM MIN. @ 20 PSI RESIDENTIAL PRESSURE. THIS FLOW MUST BEPROVIDED FROM A MINIMUM OF 1 FIRE HYDRANT INDIVIDUALLY, EACH FIRE HYDRANT MUST SUPPLY 1500 GPMMINIMUM @20 PSI RESIDENTIAL PRESSURE
ATTACHED 1 STORY GARAGES/ 1 CAR
LIMITS OF HALF STORY PORTION OF ROWHOMES
LIMITS OF 1 STORY PORTION
LIMITS OF 2 STORY PORTION OF ROWHOMES
OF ROWHOMES
1319 WOLFF1317 WOLFF
1321 WOLFF1323 WOLFF
UNIT #3UNIT #4
UNIT #1UNIT #2
NO
RTH
1321GARAGE
*
*
1317-1323 WOLFF ST.
ALL
EY
WO
LFF
STRE
ET
2 HR
.
2 HR.
2 HR
.2
HR.
ENTRANCE
ENTRANCE
ENTRANCE
C
3
B D
1
5
NOTE: APPROX. 5'-0" x 120'-0" AREA TO THE NORTH AND SOUTH OF THE PROPERTY TO BEINCORPORATED INTO A SHARED ACCESS AGREEMENT BETWEEN ALL FOUR UNITS. REFER TOFINAL SURVEY FOR THE NEW LEGAL DESCRIPTION AND EASEMENT BOUNDARYINFORMATION.
*
2 HR
.
2 HR.
PLOT BOUNDARY MAPNO SCALE
ENTRANCE
1323GARAGE
1317GARAGE
1319GARAGE
43'-812" 81'-31
2"
18'-10" 16'-812" 21'-8" 33'-41
2"
8'-2" 90'-7" 26'-3"
5'-4
1 4"39
'-31 2"
5'-4
1 4"
A
B
B
C
1321GARAGE
F.F. = 5,349.42
F.F. = 5,349.42
F.F. = 5,349.42
F.F. = 5,349.42
A B C D
1
1.2
2
3
3.2
CRAWLSPACE
ACCESS
CRAWLSPACE
ACCESS
1323GARAGE
1317GARAGE
1319GARAGE
PROJECT OWNER:DENVER DEVELOPMENT GROUP
4433 TENNYSON STREETDENVER, COLORADO 80212(720) 404-2786
KEITH GALLEGOS
2 HR.
2 HR.
2 HR.
1 HR.
1 HR.
1 HR
.1
HR.
10'-4"
4'-0"
6'-3
"
25.9'
3'-012"
3'-012"
4'-0"9'-10"
R19'-1012"
ALL UNITS SHALL BE PROVIDED WITH INDIVIDUAL UTILITIES SERVING EACHUNIT FROM THE EXTERIOR OF THE BUILDING.
NO UTILITY (WATER, GAS, ELECTRIC, ETC.) SHALL PASS THROUGH ACOMMON 2-HR FIRE RESISTANT RATED WALLS NOR THE COMMONFOUNDATION STEM WALL OR CRIPPLE WALL(IRC SECT. R302.2).
GAS LINES SHALL NOT RUN BELOW THE BUILDING AND SHALL SERVE EACHUNIT FROM A SEALED PENETRATION ABOVE GRADE ( IFGC SECT. 404).
UTILITY NOTES:
THIS PROJECT SHALL COMPLY WITH THE PRESCRIPTIVEPERFORMANCE ALTERNATIVE COMPLIANCE WITH UATRADE OFF METHOD WITHIN THE REQUIRED CODEANALYSIS PER IECC SECTION R401-404/ IRC SECT. N1101.14THRU N1104.
REFER TO BUILDING SECTIONS, SHEET A3.0 FOR INSULATIONR-VALUES AND U-VALUES AS WELL AS SHT. A5.1 FORBUILDING THERMAL ENVELOPE DIAGRAM WITH INSULATIONVALUES AND THE AIR LEAKAGE CHECKLIST CHART.
CODE COMPLIANCE :THIS PROJECT SHALL COMPLY WITH THE 2015INTERNATIONAL RESIDENTIAL CODE, 2015, 2017 NATIONALELECTRICAL CODE, 2015 INTERNATIONAL ENERGYCONSERVATION CODE, AND 2016 DENVER BUILDINGCODE AMENDMENTS.
3
BUILDING SETBACK DISTANCES:
A 25'-11" FRONT SETBACK. 25'-11" DIST. FROM EXTERIOR FINISH 26'-3" DIST. FROM EXTER. FACE OF STUD & FOUND. WALL 23'-1" DIST. FROM ROOF OVERHANG (8' ENCROACHMENT / 18'-0" DIST. ALLOWED PER DZC)
B 5'-0" SIDE INTERIOR SETBACK 5'-0" DIST. FROM EXTERIOR FINISH 5'-4" DIST. FROM EXTER. FACE OF STUD & FOUND. WALL 2'-8" DIST. FROM ROOF OVERHANG (3' ENCROACHMENT / 2'-0" DIST. ALLOWED PER DZC)
C 5'-0" REAR / 0' SIDE SETBACK AT REAR 35% (DETACHED GARAGE) 8'-0" REAR DIST. FROM EXTERIOR FINISH 8'-2" REAR DIST. FROM EXTER. FACE OF STUD & FOUND. WALL 7'-2" REAR DIST. FROM ROOF OVERHANG (3' REAR ENCROACHMENT ALLOWED PER DZC)
CO
PYRI
GHT
201
8IF
THI
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RAW
ING
IS N
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PRIN
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ON
A 2
4"x3
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HEET
, IT
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W. 2
9th
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802
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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
101017
NO
RTH
WO
LFF
TOW
NHO
MES
NEW
TO
NW
HOM
ES13
23 N
. WO
LFF
STRE
ETD
ENV
ER, C
OLO
RAD
O
01.17.18 PERMIT SUBMITTAL JK
03.06.18 REVISION 1 JW
03.26.18 REVISION 2 JW
3 05.17.18REVISION 3 JK
1
2
SITE
PLA
N
A0.0
PRO
JEC
T D
ATA
1 1/4"=1'-0"FIRST LEVEL PLAN
A B C D
1
1.2
2
3
3.2
CRAWLSPACE
ACCESS
CRAWLSPACE
ACCESSLI
MIT
OF
12' H
IGH
CLG
GREAT RM.KITCHEN
DINING
ENTRY
PDR.
KITCHEN
DINING
GREAT RM.
PDR.
ENTRY
UP
UP UP
UP
CRAWLSPACE
ACCESS
CRAWLSPACE
ACCESS
KITCHEN
KITCHEN
DINING
DINING
GREAT RM.
GREAT RM.
ENTRY
ENTRY
3068
3080
8070 OH.
8070 OH.
8070 OH.
8070 OH.
2468
2868
2468
2-2068 3080
3080
2-2068
2468
2-2068
3080
2468
2668
3068
2868
3036 CSM 3020 FX 3020 FX
3056 CSM3056 CSM3020 FX3020 FX3036 CSM
3036 CSM 3020 FX3020 FX 3056 CSM3056 CSM
3020 FX 3020 FX
4050
FX
4050
FX
LIM
IT O
F 12
' HIG
H C
LG
2-2068
3036 CSM
2868
2868
2668
1 1
11
2
2
2
2
4
4
4
4
5
5
5
5
6
6
6
6
7
7
7
7
8 8
8 8
12
12
12
12
14
14
4F
4F
2F
1F
1F
1F
1F
2F
2F
2F
DASHED LINEINDICATES MECH. RM.WITHIN CRAWLSPACE
DASHED LINEINDICATES MECH. RM.WITHIN CRAWLSPACE
1323-#101
1317-#104
1321-#102
DASHED LINEINDICATES MECH. RM.WITHIN CRAWLSPACE
DASHED LINEINDICATES MECH. RM.WITHIN CRAWLSPACE
1319-#103
NO
RTH
#103GARAGE
#104GARAGE
#101GARAGE
#102GARAGE
A3.02
A3.02
A3.01
A3.01
[email protected]"15T@10"
[email protected]"15T@10"
[email protected]"15T@10"
[email protected]"15T@10"
AA A5.1
CC A5.1
BB
A5.1
DD
A5.1
C
A
A4.19
4"
4"
CA
NO
PY A
BOV
EC
AN
OPY
ABO
VE
A4.19
CA
NIO
PYA
BOV
EC
AN
IOPY
ABO
VE
A4.18
A4.17C A4.1
5 TYP.
A4.15
A4.18
A4.19B
A4.19B
DASHED LINE INDICATES FLOOR ABOVE
DASHED LINE INDICATES FLOOR ABOVE
A4.18
A4.18
A4.011
A4.011
A4.18B
A4.18B
B2
A
A
A
B
B
B
B
A4.17
A4.17
GAS F.P.
GAS F.P.
A4.012
A4.17
A4.17
A4.012
A4.012
17
1
17
1
1
1
1
4"
4"
TEMPEREDTEMPERED
TEMPEREDTEMPERED
1.1
3.1
EXTERIOR FINISH KEY NOTES:3-COAT STUCCO
6" HORIZONTAL LAP SIDING
VERTICAL BOARD & BATTEN SIDING
1
2
3
4
6
7
5
F
F
F
F
F
F
F
PARAPET FASCIA- PAINTED
STUCCO CONTROL JOINT 1aF
FRONT STOOP (8' FRONT ENCROACHMENT: 8aF
9F ASPHALT SHINGLE PITCHED ROOF
10F
11F
DOWNSPOUT
CANOPY (8' MAX. HORIZ. WIDTH / 3' FRONT AND SIDE ENCHROACHMENT: ZONING SECT. 5.3.7.4)
AWNING ( 5' FRONT, 3' SIDE AND 5' REAR ENCHROACHMENT: ZONING SECT. 5.3.7.4)
ROOF OVERHANG ( 3' FRONT, 3' SIDE AND 5' REAR ENCHROACHMENT: ZONING SECT. 5.3.7.4)
ZONING SECT. 5.3.7.4)
PRIMARY STREET PER ZONING SECT. 10.5.7.3 & 13.1.8ROOF TOP MECH. UNIT, FULLY SCREENED FROM
INTERIOR STEP/ STEPS TO ENTRY - REF. FINISHED FL. HTS. AT GRADING PLANS.R11.7.7. PROVIDE CLEAR AREA OF 36"x36" AT BOTTOM OF STAIR FOR LANDING.
INTERIOR RAILING, 36" HEIGHT.
VANITY.
ONE ROD, ONE SHELF.
TWO RODS, TWO SHELVES.
PEDESTAL SINK.
STACKED WASHING/DRYING MACHINE PER OWNER, PROVIDE DRAIN & PAN.
2
3
8
9
11
12
13
14
15
16
10
1
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.
A3.0 & A3.1.
60"x30" BATHTUB / SHOWER.
SHOWER.
SEPARATE WASHER/DRYER PER OWNER, PROVIDE DRAIN & PAN
RANGE w/ SELF-CLEANING OVEN, HOOD OVER.4
REFRIGERATOR w/ ICE-MAKER, PER OWNER.5
DOUBLE SINK w/ DISPOSAL.6
FINISHED END CABINETRY.7
17 DOOR TO BE 1-3/8" THICK OR 20 MIN. RATED w/ SELF CLOSER. PER R3025.1
ATTACH ONE LAYER 1/2" GYP. BD. AT UNDERSIDE OF STAIR & AT ALL ACCESSIBLE SPACES.
18 DOOR TO ROOF DECK HEADER AT 7'-0" TO PROVIDE 4" STEP FOR SLEEPERS AND DECKING.
DOOR LABEL DESCRIPTION:
EXAMPLE: 6068 = 6 0 6 8
6'-0" WIDE 6'-8" TALL
1 HR. RATED WALL ASSEMBLY, (SEE DETAIL 9 A4.0)
2 HR. RATED DEMISING WALL ASSEMBLY (SEE DETAIL 7 &8, A4.1)
RATED WALL LEGEND:
PROPOSED PROPERTY LINE
NOTE: REFER TO COVERSHEET FOR BUILDING DIAGRAM OF RATED WALL LOCATIONS
WINDOWS (IRC SECT. R308.4 ITEM 7):WINDOWS SHALL HAVE SAFETY GLAZING WHEN LOCATED 36" HORIZONTALLY FROMWALKING SURFACE AT STAIRS, LANDINGS OR RAMPS AND WHEN THE GLAZING IS 60" OR LESSABOVE THE PLANE OF THE ADJACENT WALKING SURFACE.
SEE SHEET A5.0 FOR ALL WINDOW SAFETY GLAZING AND FALL PROTECTION REQUIREMENTS.
GENERAL NOTES:
1. DIMENSIONS ARE SHOWN TO FACE OF STUD (EDGE OF BUILDING FRAME), TO CENTER/EDGE OFDOOR FRAME, AND TO CENTER OF WINDOW.
2. THERE SHALL BE NO MORE THAN 3/8" VARIATION BETWEEN STAIR RISERS OR BETWEEN THE RUN OFSTEPS IN ANY STAIRCASE. MINIMUM RISE FOR EACH STEP TO BE AT LEAST 4" AND NOT GREATER THAN7.75".
3. EXTERIOR LANDINGS SHALL NOT BE MORE THAN 1/4" BELOW TOP OF THRESHOLD AT ACCESSIBLEUNIT EXTERIOR EGRESS DOORS. EXTERIOR LANDINGS AT NON-EGRESS EXTERIOR DOORS SHALL NOTBE MORE THAN 7-3/4" BELOW TOP OF THRESHOLD. LANDINGS MUST BE AT LEAST AS WIDE AS THEDOOR AND A MINIMUM OF 36" IN THE DIRECTION OF TRAVEL.
4. TYPICAL WINDOW HEADERS: 84", U.O.N.5. TYPICAL CEILING HEIGHT: 8'-0" REFER TO ELEVATIONS6. SEE INDIVIDUAL UNIT PLAN SHEETS FOR UNIT DIMENSIONS & KEY NOTES.7. SEE SHT's. A2.0 THRU A2.1 EXTERIOR ELEVATIONS AND SHEET A4.0 THRU A4.2 FOR FINISH DETAILS.8. SEE CIVIL DWGS. FOR DETAILED FINISHED FLOOR ELEVATIONS.9. SEE SHT. A5.0 & A5.1 FOR ADDITIONAL PROJECT NOTES & ABBREVIATION TRANSLATIONS.
RATED ASSEMBLIES IRC SECT.R302.1 (1):
WALLS: WITHIN 5': 1 HR.OPENINGS:
DISTANCE TO PROPERTY LINE
WITHIN 3': NOT ALLOWED3' TO 5': 0 RATED/ 25% OPENINGS MAX5' MIN: 0 RATED/ UNLIMITED OPENINGS
PROJECTIONS: WITHIN 2': NOT ALLOWED>2' TO <5': 1 RATED TO UNDERSIDE> 5' MIN: 0 RATED -
-
18"x24" CRAWL SPACE ACCESS TO FURNACE AND WATER HEATER
KEY NOTES:
DOWNSPOUT LOCATION
A
B
UNIT 1317 &1323 ENTRY WALL OPENINGSWALL AREA: (24'-9 12" X 5'-0) = 123.6 SQ. FT.
DOOR AREA: (8'-0" X 3'-0) = 24.0 SQ. FT.WALL OPENING PERCENTAGE:24.0 SQ. FT. / 123.6 SQ. FT. = .194 (19.4%)
(25% MAX. ALLOWED PER R302.1(1))3080
1
CO
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201
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PRIN
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A 2
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, IT
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TO S
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4900
W. 2
9th
Ave
nue
Den
ver,
CO
802
12of
fice
| 30
3.63
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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
101017
NO
RTH
WO
LFF
TOW
NHO
MES
NEW
TO
NW
HOM
ES13
23 N
. WO
LFF
STRE
ETD
ENV
ER, C
OLO
RAD
O
01.17.18 PERMIT SUBMITTAL JK
03.06.18 REVISION 1 JW
03.26.18 REVISION 2 JW
1
2
FIRS
T FL
OO
R PL
AN
A1.0
A B C DC2B2
1
2
3.2
1.1
3.1
2-3020 FX3020 FX
2020
FX
3050
CSM
(TEM
P)20
20 F
X
EGRESS3050 CSM 2-3020 FX
2-3020 FX3020 FXEGRESS
2016 FX2016 FX
1 1/4"=1'-0"SECOND LEVEL PLAN
UP
DN DN
UP
DN DN
UP UP
W/D
W/D
W D
W D
121.5
121.5
M. BEDROOMM. BATH
BATH 2
M. BEDROOMBEDROOM 2
BATH 2
3050 CSM
MA. BATH
WIC.
WIC.WIC.
M. BEDROOM
MA. BATH
BATH 2
WIC.BEDROOM 2
WIC.WIC.
M. BATHM. BEDROOM
BATH 2
EGRESS3050 CSM
2-3020 FX
2468
2468
2468
2468
2468
2468
24682468
2868
2468
2480
2468
2468
2480
2-2668
2468
24682-2668
2868
2468
2468
2-2668
2480
2-2668
1
1
1 1
2
2
2
28
8
88
9
9
10
10
11
11
11
11
1313
13
13
13
13
14
14
14 1414
14 14 14
15
15
16
16
4F
4F
2F
4F
4F
1F
1F
1F
1F
1
9F
9F
NO
RTH
A3.02
A3.02
A3.01
A3.01
[email protected]"15T@10"[email protected]"
15T@10"
[email protected]"15T@10" [email protected]"
15T@10"
3050
CSM
EGRE
SS30
50 C
SMEG
RESS
3050
CSM
CA
NO
PY A
BOV
EC
AN
OPY
ABO
VE
A4.19
A4.19
A4.18
A4.15
TYP.
A4.18
A4.18
A4.05b
A4.05b
AREA OF ROOF SHEATHING: APROVEDFIRE-RETARDENT-TREATED MATERIAL FOR MIN. OF4'-0" EITHER SIDE OF PARTY WALL
A4.011
A4.17A4.1
7
SLOPED ROOFBELOW
A4.012
A4.012
A4.012
A4.18B
A4.18B
1
1
1
1
1
1
1
EGRESS3050 CSM
1
1
(TEM
P)(T
EMP)
(TEM
P)
1
1
1
1
(TEMP)(TEMP)
1
1(TEMP)
(TEMP)
[email protected]"14T@10"
[email protected]"14T@10"
[email protected]"14T@10"
[email protected]"14T@10"
A4.011
EXTERIOR FINISH KEY NOTES:3-COAT STUCCO
6" HORIZONTAL LAP SIDING
VERTICAL BOARD & BATTEN SIDING
1
2
3
4
6
7
5
F
F
F
F
F
F
F
PARAPET FASCIA- PAINTED
STUCCO CONTROL JOINT 1aF
FRONT STOOP (8' FRONT ENCROACHMENT: 8aF
9F ASPHALT SHINGLE PITCHED ROOF
10F
11F
DOWNSPOUT
CANOPY (8' MAX. HORIZ. WIDTH / 3' FRONT AND SIDE ENCHROACHMENT: ZONING SECT. 5.3.7.4)
AWNING ( 5' FRONT, 3' SIDE AND 5' REAR ENCHROACHMENT: ZONING SECT. 5.3.7.4)
ROOF OVERHANG ( 3' FRONT, 3' SIDE AND 5' REAR ENCHROACHMENT: ZONING SECT. 5.3.7.4)
ZONING SECT. 5.3.7.4)
PRIMARY STREET PER ZONING SECT. 10.5.7.3 & 13.1.8ROOF TOP MECH. UNIT, FULLY SCREENED FROM
INTERIOR STEP/ STEPS TO ENTRY - REF. FINISHED FL. HTS. AT GRADING PLANS.R11.7.7. PROVIDE CLEAR AREA OF 36"x36" AT BOTTOM OF STAIR FOR LANDING.
INTERIOR RAILING, 36" HEIGHT.
VANITY.
ONE ROD, ONE SHELF.
TWO RODS, TWO SHELVES.
PEDESTAL SINK.
STACKED WASHING/DRYING MACHINE PER OWNER, PROVIDE DRAIN & PAN.
2
3
8
9
11
12
13
14
15
16
10
1
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.
A3.0 & A3.1.
60"x30" BATHTUB / SHOWER.
SHOWER.
SEPARATE WASHER/DRYER PER OWNER, PROVIDE DRAIN & PAN
RANGE w/ SELF-CLEANING OVEN, HOOD OVER.4
REFRIGERATOR w/ ICE-MAKER, PER OWNER.5
DOUBLE SINK w/ DISPOSAL.6
FINISHED END CABINETRY.7
17 DOOR TO BE 1-3/8" THICK OR 20 MIN. RATED w/ SELF CLOSER. PER R3025.1
ATTACH ONE LAYER 1/2" GYP. BD. AT UNDERSIDE OF STAIR & AT ALL ACCESSIBLE SPACES.
18 DOOR TO ROOF DECK HEADER AT 7'-0" TO PROVIDE 4" STEP FOR SLEEPERS AND DECKING.
DOOR LABEL DESCRIPTION:
EXAMPLE: 6068 = 6 0 6 8
6'-0" WIDE 6'-8" TALL
1 HR. RATED WALL ASSEMBLY, (SEE DETAIL 9 A4.0)
2 HR. RATED DEMISING WALL ASSEMBLY (SEE DETAIL 7 &8, A4.1)
RATED WALL LEGEND:
PROPOSED PROPERTY LINE
NOTE: REFER TO COVERSHEET FOR BUILDING DIAGRAM OF RATED WALL LOCATIONS
WINDOWS (IRC SECT. R308.4 ITEM 7):WINDOWS SHALL HAVE SAFETY GLAZING WHEN LOCATED 36" HORIZONTALLY FROMWALKING SURFACE AT STAIRS, LANDINGS OR RAMPS AND WHEN THE GLAZING IS 60" OR LESSABOVE THE PLANE OF THE ADJACENT WALKING SURFACE.
SEE SHEET A5.0 FOR ALL WINDOW SAFETY GLAZING AND FALL PROTECTION REQUIREMENTS.
GENERAL NOTES:
1. DIMENSIONS ARE SHOWN TO FACE OF STUD (EDGE OF BUILDING FRAME), TO CENTER/EDGE OFDOOR FRAME, AND TO CENTER OF WINDOW.
2. THERE SHALL BE NO MORE THAN 3/8" VARIATION BETWEEN STAIR RISERS OR BETWEEN THE RUN OFSTEPS IN ANY STAIRCASE. MINIMUM RISE FOR EACH STEP TO BE AT LEAST 4" AND NOT GREATER THAN7.75".
3. EXTERIOR LANDINGS SHALL NOT BE MORE THAN 1/4" BELOW TOP OF THRESHOLD AT ACCESSIBLEUNIT EXTERIOR EGRESS DOORS. EXTERIOR LANDINGS AT NON-EGRESS EXTERIOR DOORS SHALL NOTBE MORE THAN 7-3/4" BELOW TOP OF THRESHOLD. LANDINGS MUST BE AT LEAST AS WIDE AS THEDOOR AND A MINIMUM OF 36" IN THE DIRECTION OF TRAVEL.
4. TYPICAL WINDOW HEADERS: 84", U.O.N.5. TYPICAL CEILING HEIGHT: 8'-0" REFER TO ELEVATIONS6. SEE INDIVIDUAL UNIT PLAN SHEETS FOR UNIT DIMENSIONS & KEY NOTES.7. SEE SHT's. A2.0 THRU A2.1 EXTERIOR ELEVATIONS AND SHEET A4.0 THRU A4.2 FOR FINISH DETAILS.8. SEE CIVIL DWGS. FOR DETAILED FINISHED FLOOR ELEVATIONS.9. SEE SHT. A5.0 & A5.1 FOR ADDITIONAL PROJECT NOTES & ABBREVIATION TRANSLATIONS.
RATED ASSEMBLIES IRC SECT.R302.1 (1):
WALLS: WITHIN 5': 1 HR.OPENINGS:
DISTANCE TO PROPERTY LINE
WITHIN 3': NOT ALLOWED3' TO 5': 0 RATED/ 25% OPENINGS MAX5' MIN: 0 RATED/ UNLIMITED OPENINGS
PROJECTIONS: WITHIN 2': NOT ALLOWED>2' TO <5': 1 RATED TO UNDERSIDE> 5' MIN: 0 RATED -
-
CO
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201
8IF
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RAW
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PRIN
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A 2
4"x3
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HEET
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W. 2
9th
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802
12of
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| 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
101017
NO
RTH
WO
LFF
TOW
NHO
MES
NEW
TO
NW
HOM
ES13
23 N
. WO
LFF
STRE
ETD
ENV
ER, C
OLO
RAD
O
01.17.18 PERMIT SUBMITTAL JK
03.06.18 REVISION 1 JW1
SEC
ON
D F
LOO
R PL
AN
A1.1
A B C DC2B2
1
2
3.2
1.1
3.1
2.2
1.2
C3
2-3068 SLDR. 2-3068 SLDR.
2-3068 SLDR.2-3068 SLDR.
2868
2868
DN DN
DNDN
3030
CSM
3030
CSM30
30 C
SM30
30 C
SM
BEDROOM 3
BEDROOM 3
ROOF DECK ROOF DECK
ROOF DECK ROOF DECK
SLOPED ROOFBELOW BEDROOM 3
HALF STORY / 3RD LEVEL PLAN1/4" = 1'-0"
1
2468
2468
2 2
2 2
8 8
88
12
12
1F 1F
1F
1F 1F
1F
4F
4F
2F
NO
RTH
A3.02
A3.02
A3.01
A3.01
2630 CSM 2630 CSM
2630 CSM 2630 CSM
C
A
11F
11F11F
11F
A4.18
A4.18
A4.18
A4.18
A4.16
A4.17
A4.17
CA
NO
PY B
ELO
WC
AN
OPY
BEL
OW
A4.16
A4.16
2468 2468
2468
2868
[email protected]"14T@10"
2868
24682468
2468
[email protected]"14T@10"
[email protected]"14T@10"
[email protected]"14T@10"
2-20
682-
2068
2-20
682-
2068
A4.011
A4.011
11F
11F
11F 11F
18 18 18 18
18181818
TEMPERED TEMPERED
TEMPEREDTEMPERED
2 2
22
EXTERIOR FINISH KEY NOTES:3-COAT STUCCO
6" HORIZONTAL LAP SIDING
VERTICAL BOARD & BATTEN SIDING
1
2
3
4
6
7
5
F
F
F
F
F
F
F
PARAPET FASCIA- PAINTED
STUCCO CONTROL JOINT 1aF
FRONT STOOP (8' FRONT ENCROACHMENT: 8aF
9F ASPHALT SHINGLE PITCHED ROOF
10F
11F
DOWNSPOUT
CANOPY (8' MAX. HORIZ. WIDTH / 3' FRONT AND SIDE ENCHROACHMENT: ZONING SECT. 5.3.7.4)
AWNING ( 5' FRONT, 3' SIDE AND 5' REAR ENCHROACHMENT: ZONING SECT. 5.3.7.4)
ROOF OVERHANG ( 3' FRONT, 3' SIDE AND 5' REAR ENCHROACHMENT: ZONING SECT. 5.3.7.4)
ZONING SECT. 5.3.7.4)
PRIMARY STREET PER ZONING SECT. 10.5.7.3 & 13.1.8ROOF TOP MECH. UNIT, FULLY SCREENED FROM
INTERIOR STEP/ STEPS TO ENTRY - REF. FINISHED FL. HTS. AT GRADING PLANS.R11.7.7. PROVIDE CLEAR AREA OF 36"x36" AT BOTTOM OF STAIR FOR LANDING.
INTERIOR RAILING, 36" HEIGHT.
VANITY.
ONE ROD, ONE SHELF.
TWO RODS, TWO SHELVES.
PEDESTAL SINK.
STACKED WASHING/DRYING MACHINE PER OWNER, PROVIDE DRAIN & PAN.
2
3
8
9
11
12
13
14
15
16
10
1
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.
A3.0 & A3.1.
60"x30" BATHTUB / SHOWER.
SHOWER.
SEPARATE WASHER/DRYER PER OWNER, PROVIDE DRAIN & PAN
RANGE w/ SELF-CLEANING OVEN, HOOD OVER.4
REFRIGERATOR w/ ICE-MAKER, PER OWNER.5
DOUBLE SINK w/ DISPOSAL.6
FINISHED END CABINETRY.7
17 DOOR TO BE 1-3/8" THICK OR 20 MIN. RATED w/ SELF CLOSER. PER R3025.1
ATTACH ONE LAYER 1/2" GYP. BD. AT UNDERSIDE OF STAIR & AT ALL ACCESSIBLE SPACES.
18 DOOR TO ROOF DECK HEADER AT 7'-0" TO PROVIDE 4" STEP FOR SLEEPERS AND DECKING.
DOOR LABEL DESCRIPTION:
EXAMPLE: 6068 = 6 0 6 8
6'-0" WIDE 6'-8" TALL
1 HR. RATED WALL ASSEMBLY, (SEE DETAIL 9 A4.0)
2 HR. RATED DEMISING WALL ASSEMBLY (SEE DETAIL 7 &8, A4.1)
RATED WALL LEGEND:
PROPOSED PROPERTY LINE
NOTE: REFER TO COVERSHEET FOR BUILDING DIAGRAM OF RATED WALL LOCATIONS
WINDOWS (IRC SECT. R308.4 ITEM 7):WINDOWS SHALL HAVE SAFETY GLAZING WHEN LOCATED 36" HORIZONTALLY FROMWALKING SURFACE AT STAIRS, LANDINGS OR RAMPS AND WHEN THE GLAZING IS 60" OR LESSABOVE THE PLANE OF THE ADJACENT WALKING SURFACE.
SEE SHEET A5.0 FOR ALL WINDOW SAFETY GLAZING AND FALL PROTECTION REQUIREMENTS.
GENERAL NOTES:
1. DIMENSIONS ARE SHOWN TO FACE OF STUD (EDGE OF BUILDING FRAME), TO CENTER/EDGE OFDOOR FRAME, AND TO CENTER OF WINDOW.
2. THERE SHALL BE NO MORE THAN 3/8" VARIATION BETWEEN STAIR RISERS OR BETWEEN THE RUN OFSTEPS IN ANY STAIRCASE. MINIMUM RISE FOR EACH STEP TO BE AT LEAST 4" AND NOT GREATER THAN7.75".
3. EXTERIOR LANDINGS SHALL NOT BE MORE THAN 1/4" BELOW TOP OF THRESHOLD AT ACCESSIBLEUNIT EXTERIOR EGRESS DOORS. EXTERIOR LANDINGS AT NON-EGRESS EXTERIOR DOORS SHALL NOTBE MORE THAN 7-3/4" BELOW TOP OF THRESHOLD. LANDINGS MUST BE AT LEAST AS WIDE AS THEDOOR AND A MINIMUM OF 36" IN THE DIRECTION OF TRAVEL.
4. TYPICAL WINDOW HEADERS: 84", U.O.N.5. TYPICAL CEILING HEIGHT: 8'-0" REFER TO ELEVATIONS6. SEE INDIVIDUAL UNIT PLAN SHEETS FOR UNIT DIMENSIONS & KEY NOTES.7. SEE SHT's. A2.0 THRU A2.1 EXTERIOR ELEVATIONS AND SHEET A4.0 THRU A4.2 FOR FINISH DETAILS.8. SEE CIVIL DWGS. FOR DETAILED FINISHED FLOOR ELEVATIONS.9. SEE SHT. A5.0 & A5.1 FOR ADDITIONAL PROJECT NOTES & ABBREVIATION TRANSLATIONS.
RATED ASSEMBLIES IRC SECT.R302.1 (1):
WALLS: WITHIN 5': 1 HR.OPENINGS:
DISTANCE TO PROPERTY LINE
WITHIN 3': NOT ALLOWED3' TO 5': 0 RATED/ 25% OPENINGS MAX5' MIN: 0 RATED/ UNLIMITED OPENINGS
PROJECTIONS: WITHIN 2': NOT ALLOWED>2' TO <5': 1 RATED TO UNDERSIDE> 5' MIN: 0 RATED -
-
CO
PYRI
GHT
201
8IF
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
101017
NO
RTH
WO
LFF
TOW
NHO
MES
NEW
TO
NW
HOM
ES13
23 N
. WO
LFF
STRE
ETD
ENV
ER, C
OLO
RAD
O
01.17.18 PERMIT SUBMITTAL JK
03.06.18 REVISION 1 JW
03.26.18 REVISION 2 JW
1
2
HALF
STO
RY F
LOO
R PL
AN
A1.2
A B C DC2B2
1
2
3.2
1.1
3.1
2.2
1.2
C3
LOW SLOPE ROOF .25:12 MIN. TO SCUPPER
0" OH.
1 1/4"=1'-0"ROOF/ ROOF DECK PLAN N
ORT
HN
ORT
H
A3.02
A3.02
A3.01
A3.01
AREA OF ROOF SHEATHING: APROVEDFIRE-RETARDENT-TREATED MATERIAL FOR MIN. OF4'-0" EITHER SIDE OF PARTY WALL
CA
NO
PY B
ELO
WC
AN
OPY
BEL
OW
0" O
H.0"
OH.
LOW SLOPE ROOF .25:12 MIN. TO SCUPPER
LOW SLOPE ROOF .25:12 MIN. TO SCUPPER
LOW SLOPE ROOF .25:12 MIN. TO SCUPPER
0" OH.
1 HR. RATED WALL ASSEMBLY, (SEE DETAIL 9 A4.0)
2 HR. RATED DEMISING WALL ASSEMBLY (SEE DETAIL 7 &8, A4.1)
RATED WALL LEGEND:
PROPOSED PROPERTY LINE
NOTE: REFER TO COVERSHEET FOR BUILDING DIAGRAM OF RATED WALL LOCATIONS
GENERAL NOTES:
1. DIMENSIONS ARE SHOWN TO FACE OF STUD (EDGE OF BUILDING FRAME), TO CENTER/EDGE OFDOOR FRAME, AND TO CENTER OF WINDOW.
2. THERE SHALL BE NO MORE THAN 3/8" VARIATION BETWEEN STAIR RISERS OR BETWEEN THE RUN OFSTEPS IN ANY STAIRCASE. MINIMUM RISE FOR EACH STEP TO BE AT LEAST 4" AND NOT GREATER THAN7.75".
3. EXTERIOR LANDINGS SHALL NOT BE MORE THAN 1/4" BELOW TOP OF THRESHOLD AT ACCESSIBLEUNIT EXTERIOR EGRESS DOORS. EXTERIOR LANDINGS AT NON-EGRESS EXTERIOR DOORS SHALL NOTBE MORE THAN 7-3/4" BELOW TOP OF THRESHOLD. LANDINGS MUST BE AT LEAST AS WIDE AS THEDOOR AND A MINIMUM OF 36" IN THE DIRECTION OF TRAVEL.
4. TYPICAL WINDOW HEADERS: 84", U.O.N.5. TYPICAL CEILING HEIGHT: 8'-0" REFER TO ELEVATIONS6. SEE INDIVIDUAL UNIT PLAN SHEETS FOR UNIT DIMENSIONS & KEY NOTES.7. SEE SHT's. A2.0 THRU A2.1 EXTERIOR ELEVATIONS AND SHEET A4.0 THRU A4.2 FOR FINISH DETAILS.8. SEE CIVIL DWGS. FOR DETAILED FINISHED FLOOR ELEVATIONS.9. SEE SHT. A5.0 & A5.1 FOR ADDITIONAL PROJECT NOTES & ABBREVIATION TRANSLATIONS.
RATED ASSEMBLIES IRC SECT.R302.1 (1):
WALLS: WITHIN 5': 1 HR.OPENINGS:
DISTANCE TO PROPERTY LINE
WITHIN 3': NOT ALLOWED3' TO 5': 0 RATED/ 25% OPENINGS MAX5' MIN: 0 RATED/ UNLIMITED OPENINGS
PROJECTIONS: WITHIN 2': NOT ALLOWED>2' TO <5': 1 RATED TO UNDERSIDE> 5' MIN: 0 RATED -
-
CO
PYRI
GHT
201
8IF
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
101017
NO
RTH
WO
LFF
TOW
NHO
MES
NEW
TO
NW
HOM
ES13
23 N
. WO
LFF
STRE
ETD
ENV
ER, C
OLO
RAD
O
01.17.18 PERMIT SUBMITTAL JK
03.06.18 REVISION 1 JW
03.26.18 REVISION 2 JW
1
2
ROO
F D
ECK
PLA
N
A1.3
EXTERIOR FINISH KEY NOTES:3-COAT STUCCO
6" HORIZONTAL LAP SIDING
VERTICAL BOARD & BATTEN SIDING
1
2
3
4
6
7
5
PARAPET FASCIA- PAINTED
STUCCO CONTROL JOINT 1a
FRONT STOOP (8' FRONT ENCROACHMENT: 8a
9 ASPHALT SHINGLE PITCHED ROOF
10
GENERAL NOTES:
1. BUILDING ELEVATIONS MAY NOT ILLUSTRATE EVERY CONDITION IN THEFIELD. COORDINATE WITH DESIGN & STRUCTURAL PLANS FORVERIFICATION.
2. WALLS AND/OR EAVES WITHIN 5'-0" OF A PROPERTY LINE MUST BE 1-HR.FIRE-RATED. NO EAVE VENTS SHALL BE ALLOWED IN RATED SOFFITS.
3. SEE SHEETS A5.0 & A5.1 FOR ADDITIONAL PROJECT NOTES &ABBREVIATION TRANSLATIONS.
11
DOWNSPOUT
CANOPY (8' MAX. HORIZ. WIDTH / 3' FRONT AND SIDE ENCHROACHMENT: ZONING SECT. 5.3.7.4)
AWNING ( 5' FRONT, 3' SIDE AND 5' REAR ENCHROACHMENT: ZONING SECT. 5.3.7.4)
ROOF OVERHANG ( 3' FRONT, 3' SIDE AND 5' REAR ENCHROACHMENT: ZONING SECT. 5.3.7.4)
ZONING SECT. 5.3.7.4)
PRIMARY STREET PER ZONING SECT. 10.5.7.3 & 13.1.8ROOF TOP MECH. UNIT, FULLY SCREENED FROM
2 NORTH (SIDE) ELEVATION
3080 FR
.2512
3080 FR
PRO
PERT
Y LI
NE
TOP OF PARAPET
3'-8
"
UPPER LEVEL SETBACK TO EXTER. FINISH
(15'-0" REQUIRED)
5'-4"
24'-9
1 2" T.O
. PA
RAPE
T (2
5'-0
" MA
X. W
ALL
HT.
)
3'-8
"
UPPER LEVEL SETBACK TO EXTER. FINISH
3030 CSM
4050 FX
1 EAST (FRONT) ELEVATION
3080 FR3080 FR
1
1
4
5'-4"TO FOUND/ WALL
PRO
PERT
Y LI
NE
UPPER LEVEL SETBACK TO EXTER. FINISH(15'-0" REQUIRED)
(22'
- 9 1
/2" A
FF)
4050 FX
FIRST FLR. PL. 9'-0"
FIRST FLR. 0'-0"
SECOND FLR. 10'-0 5/8"
T.O. ROOF/ THIRD STORY 19'-1 1/4"
SECOND FLR. PL. 18'-0 5/8"
30'-2
" (35
'-0" M
AX.
BLD
G. H
EIG
HT)
HALF STORY FLR. PL. 27'-1 1/4"
FRONT BASE PLANE -2'-0"TO FOUND/ WALL
8'-0
"8'
-0"
9'-0
"
T.O. ROOF 30'-3 1/2"ABOVE BASE PLANE
MAX. WALL HT.25'-0" ABOVE BASE PLANE
3050 CSMEGRESS
FIRST FLR. 0'-0"
3070 FR
3020 FX3020 FX3020 FX
9'-0
" (G
ARA
GE
PL. H
T.)
12'-5
" (T.
O. R
OO
F)
4
1
2
PRO
PERT
Y LI
NE
26'-3" (NTS)TO FOUND/ WALL
PRO
PERT
Y LI
NE8'-2"
TO FOUND/ WALL
8'-0
"8'
-0"
9'-0
"
4
( REAR 35% OF LOT)
4'-0"
HALF STORY FLR. PL. 27'-1 1/4"
FRONT BASE PLANE -2'-0"
MAX. WALL HT.25'-0" ABOVE BASE PLANE
FIRST FLR. PL. 9'-0"
SECOND FLR. 10'-0 5/8"
T.O. ROOF/ THIRD STORY 19'-1 1/4"
SECOND FLR. PL. 18'-0 5/8"
BASE PLANE -1'-6"
(FRONT 65% OF LOT)
1
REAR
UNIT SEPARATION BEYOND,RE. FLOOR PLANS
NO ROOF O.H. WITHIN 2' EA.SIDE OF 2 HR. PARTY WALL, RE.ROOF PLAN
2-3068 SGD
3
9
1
(REA
R 35
% O
F PR
OPE
RTY)
14'-8
" (19
'-0" M
AX.
BLD
G. H
T)
5348.6'
5348.0'
5348'
3020 FX
5350.0'
5350.0'
2'-0
"
1'-3
"
7'-0
"
3030 CSM
15'-0"15'-0"
T.O. ROOF 30'-3 1/2"ABOVE BASE PLANE
30'-2
" (35
'-0" M
AX.
BLD
G. H
EIG
HT)
7
7
77 2
7
1/4"=1'-0"
1/4"=1'-0"
2'-0"2'-0"
2020 FX2020 FX
3050 CSM 3050 CSMEGRESS
3050 CSM
HIGH CLG. BEYOND
3020 FX
3036 CSM
3056 CSM3056 CSM
3036 CSM
2-3020 FX 2030 CSM
3050 CSMEGRESS
2-3020 FX
2-3068 SGD 2630 CSM 2630 CSM
1'-0
1 2"
35'-0
"
3'-0"
NO ROOF O.H. BEYOND65% LOT DEPTH
10
6
5
NO OVERHANG WITHINUPPER LEVEL SETBACK (TYP.)
5
25'-0
"
UPPER LEVEL STEPBACKFLAT ROOFS ABOVE 25'-0"NO ROOF OVERHANGS
7
6
8'-0" 8'-0"
9
6
3
8
1'-0" 1'-0"
BB BB
CA
1212
1111
GAS METERGAS METER
2'-6
"
3'-6
"
2'-0"
11'-0"11'-0"
1
3050 CSMEGRESS
1
(TEMP)(TEMP)
A4.06
1
1
7'-0
" RO
OF
DEC
K D
OO
R HE
AD
ERS
7'-0
" RO
OF
DEC
KD
OO
R HE
AD
ERS
A4.09
A4.19
CO
PYRI
GHT
201
8IF
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
101017
NO
RTH
WO
LFF
TOW
NHO
MES
NEW
TO
NW
HOM
ES13
23 N
. WO
LFF
STRE
ETD
ENV
ER, C
OLO
RAD
O
01.17.18 PERMIT SUBMITTAL JK
03.06.18 REVISION 1 JW
03.26.18 REVISION 2 JW
1
2
BUIL
DIN
G E
LEV
ATIO
NS
1
A2.0
2 SOUTH (SIDE) ELEVATION
FIRST FLR. PL. 9'-0"
FIRST FLR. 0'-0"
SECOND FLR. 10'-0 5/8"
T.O. ROOF/ THIRD STORY 19'-1 1/4"
SECOND FLR. PL. 18'-0 5/8"
1 WEST REAR) ELEVATION
.2512
HALF STORY FLR. PL. 27'-1 1/4"
5350.0'
FRONT BASE PLANE -2'-0"5348.0'5'-4"
TO FOUND/ WALL5'-4"
TO FOUND/ WALL
8'-0
"8'
-0"
9'-0
"
PRO
PERT
Y LI
NE
PRO
PERT
Y LI
NE
T.O. ROOF 29'-9"
24'-9
1 2" T.O
. PA
RAPE
T (2
5'-0
" MA
X. W
ALL
HT.
)(2
2'- 9
1/2
" AFF
)
TOP OF PARAPETMAX. WALL HT.25'-0" ABOVE BASE PLANE
3'-8
"
8070 O.H. 8070 O.H.8070 O.H. 8070 O.H.
9'-0
" (G
AR.
PL.
HT.
)
(REA
R 35
% O
F PR
OPE
RTY)
19'-0
" MA
X. B
LDG
. HT/
17'
-0" M
AX.
GA
RAG
E HT
.
REAR BASE PLANE-1'-6"5348.5'
1
2
1.5 12
2
1
2
6020 FX 3030 CSM
2020 CSM
30'-2
" (35
'-0" M
AX.
BLD
G. H
EIG
HT)
7 7
1/4"=1'-0"
1/4"=1'-0"
2'-0"2'-0"
FIRST FLR.0'-0"
3070 FR
3020 FX 3020 FX 3020 FX
9'-0
" (G
ARA
GE
PL. H
T.)
12'-5
" (T.
O. R
OO
F)
4
1
4
2
PRO
PERT
Y LI
NE
26'-3" (NTS)TO FOUND/ WALL
PRO
PERT
Y LI
NE 8'-2"
TO FOUND/ WALL
8'-0
"8'
-0"
9'-0
"
10
( REAR 35% OF LOT)
4'-0"
HALF STORY FLR. PL.27'-1 1/4"
FRONT BASE PLANE-2'-0"
MAX. WALL HT.25'-0" ABOVE BASE PLANE
FIRST FLR. PL.9'-0"
SECOND FLR.10'-0 5/8"
T.O. ROOF/ THIRD STORY19'-1 1/4"
SECOND FLR. PL.18'-0 5/8"
BASE PLANE-1'-6"
(FRONT 65% OF LOT)
1
9
REAR
UNIT SEPARATION BEYOND,RE. FLOOR PLANS
NO ROOF O.H. WITHIN 2' EA.SIDE OF 2 HR. PARTY WALL, RE.ROOF PLAN3
9
1
(REA
R 35
% O
F PR
OPE
RTY)
14'-8
" (19
'-0" M
AX.
BLD
G. H
T)
5348.6'
5348'
3020 FX
5350.0'
T.O. ROOF 30'-3 1/2"ABOVE BASE PLANE
30'-2
" (35
'-0" M
AX.
BLD
G. H
EIG
HT)
7
HIGH CLG. BEYOND
3020 FX
3036 CSM
3056 CSM 3056 CSM
3036 CSM
2-3020 FX 2030 CSM
3050 CSMEGRESS
2-3020 FX
2020 CSM
2-3068 SGD 2630 CSM 2630 CSM
3'-0"
NO ROOF O.H. BEYOND65% LOT DEPTH
NO OVERHANG WITHINUPPER LEVEL SETBACK (TYP.)
UPPER LEVEL SETBACK TO EXTER. FINISH(15'-0" REQUIRED)
15'-0"
NO OVERHANG WITHINUPPER LEVEL SETBACK (TYP.)
UPPER LEVEL SETBACK TO EXTER. FINISH(15'-0" REQUIRED)
15'-0"
2-3068 SGD
5 5
UPPER LEVEL STEPBACK10'-0"
FLAT ROOFS ABOVE 25'-0"
25'-0
"
NO ROOF OVERHANGS
6
3
1
8
BB B
CA
1111
LOCATIONOF ELEC.METERS GAS METER
BULK
PLANE /
45% BULK PLANE / 45%
2'-6
"
7
7
3050 CSMEGRESS
1
8'-0
" TYP
.
(TEMP) (TEMP)
1
7'-0
" RO
OF
DEC
K D
OO
R HE
AD
ERS
7'-0
" RO
OF
DEC
KD
OO
R HE
AD
ERS
4
EXTERIOR FINISH KEY NOTES:3-COAT STUCCO
6" HORIZONTAL LAP SIDING
VERTICAL BOARD & BATTEN SIDING
1
2
3
4
6
7
5
PARAPET FASCIA- PAINTED
STUCCO CONTROL JOINT 1a
FRONT STOOP (8' FRONT ENCROACHMENT: 8a
9 ASPHALT SHINGLE PITCHED ROOF
10
GENERAL NOTES:
1. BUILDING ELEVATIONS MAY NOT ILLUSTRATE EVERY CONDITION IN THEFIELD. COORDINATE WITH DESIGN & STRUCTURAL PLANS FORVERIFICATION.
2. WALLS AND/OR EAVES WITHIN 5'-0" OF A PROPERTY LINE MUST BE 1-HR.FIRE-RATED. NO EAVE VENTS SHALL BE ALLOWED IN RATED SOFFITS.
3. SEE SHEETS A5.0 & A5.1 FOR ADDITIONAL PROJECT NOTES &ABBREVIATION TRANSLATIONS.
11
DOWNSPOUT
CANOPY (8' MAX. HORIZ. WIDTH / 3' FRONT AND SIDE ENCHROACHMENT: ZONING SECT. 5.3.7.4)
AWNING ( 5' FRONT, 3' SIDE AND 5' REAR ENCHROACHMENT: ZONING SECT. 5.3.7.4)
ROOF OVERHANG ( 3' FRONT, 3' SIDE AND 5' REAR ENCHROACHMENT: ZONING SECT. 5.3.7.4)
ZONING SECT. 5.3.7.4)
PRIMARY STREET PER ZONING SECT. 10.5.7.3 & 13.1.8ROOF TOP MECH. UNIT, FULLY SCREENED FROM
CO
PYRI
GHT
201
8IF
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
101017
NO
RTH
WO
LFF
TOW
NHO
MES
NEW
TO
NW
HOM
ES13
23 N
. WO
LFF
STRE
ETD
ENV
ER, C
OLO
RAD
O
01.17.18 PERMIT SUBMITTAL JK
03.06.18 REVISION 1 JW
03.26.18 REVISION 2 JW
1
2
BUIL
DIN
G E
LEV
ATIO
NS
2
A2.1
8'-2"
BRASSFAUCETSPURISTK-T14415-3
MATERIALPRODUCTTRADENAMEMODELNUMBER
DINING/LIVING ENTRYGARAGE
BATH 2
ROOF DECKBEDROOM 2
FIRST FLR.0'-0"
FIRST FLR. PL.9'-1 1/8"
SECOND FLR.10'-1 3/4"
SECOND FLR. PL. 18'- 2 7/8"
T.O. ROOF/ THIRD STORY19'-3 1/2"
9'-1
1 8"
1'-0
5 8"
8'-1
1 8"
1'-0
5 8"
HALF STORY FLR. PL.27'-4 5/8"
8'-1
1 8"
30'-2
" (35
'-0" M
AX.
BLD
G. H
EIG
HT)
FRONT BASE PLANE-1'-9"
T.O. ROOF 30'-0 2"ABOVE BASE PLANE
5349.75'
5348.0'
1'-9
"
⅊ ⅊
26'-3"
25'-0
"
MAX. WALL HT.25'-0" ABOVE BASE PLANE
10'-712"
(10'-0" STEPBACK REQUIRED).25:12 SLOPE MIN.ROOFING SYSTEM
2x6 EXT. WALL w/ R-21INSUL, TYP.
FLR. JST. ,REF.STRUCT. PLANS
RF. JST. w/ R-38 INSUL.,REF. STRUCT. PLANS
2x6 EXT. WALLw/ R-21 INSUL, TYP.
R-38 INSUL., SEE STRUCT. PLANS1.5:12 SLOPE ROOF W/
2x6 EXT. WALLw/ R-21 INSUL, TYP.
R-38 INSUL., SEE STRUCT. PLANSLOW SLOPE (.25:12)ROOF W/
FDTN.,REF. STRUCT. PLANS
FDTN.,REF. STRUCT. PLANS
FDTN.,REF. STRUCT. PLANSFDTN.,
REF. STRUCT. PLANS
BUILDING SECTION 1SCALE 1/4" = 1'-0"1
FRONT 65% OF LOT/ 3 STORIES& 35' MAX. BLDG. HEIGHT ALLOWED
REAR 35% OF LOT/1 STORY & 19' MAX. BLDG. HEIGHT ALLOWED (17' MAX. GARAGE HT.)
43'-9" 81'-3"
⅊
5'-4" ENTRY
ROOF DECK
⅊
5'-4"ENTRY
ROOF DECK
R-38 INSUL., SEE STRUCT. PLANSLOW SLOPE (.25:12)ROOF W/
2x6 EXT. WALLw/ R-21 INSUL, TYP.
.25:12 SLOPE MIN.ROOFING SYSTEM
RF. JST. w/ R-38 INSUL.,REF. STRUCT. PLANS
FLR. JST. ,REF.STRUCT.PLANS
2x6 EXT. WALLw/ R-21INSUL, TYP.
FDTN.,REF. STRUCT. PLANS
FDTN.,REF. STRUCT. PLANS
FIRST FLR.0'-0"
FIRST FLR. PL.9'-1 1/8"
SECOND FLR.10'-1 3/4"
SECOND FLR. PL. 18'- 2 7/8"
T.O. ROOF/ THIRD STORY19'-3 1/2"
9'-1
1 8"
1'-0
5 8"
8'-1
1 8"
1'-0
5 8"
HALF STORY FLR. PL.27'-4 5/8"
8'-1
1 8"
30'-2
" (35
'-0" M
AX.
BLD
G. H
EIG
HT)
FRONT BASE PLANE-1'-9"
T.O. ROOF 30'-0 1/2"ABOVE BASE PLANE
5349.75'
5348.0'
1'-9
"
25'-0
"
MAX. WALL HT.25'-0" ABOVE BASE PLANE
15'-1"(15'-0" SETBACK REQUIRED)
BUILDING SECTION 2SCALE 1/4" = 1'-0"2
AKITCHEN
BRASSFAUCETSPURISTK-T14415-3
LIVNG/DINING STOR.
BEDROOM 3STOR.
BATH 2 MA. BATH
PDR.
WIC.MA. BATH. MA. BATH.WIC.
PDR.
C
B B
A
2'-0"
2'-0"2'-0"
NOTE: ALL ATTIC SPACES ARE TO BE UNVENTED AND SHALL BE COMPLETELYCONTAINED WTIHIN BUILDING THERMAL ENVELOPE AND CONFORM TOR806.5. ALL ROOFS AS SHOWN WITH AIR-IMPERMEABLE (CLOSED CELLINSULATION), INSTALL CLASS II VAPOR RETARDER COATING TO UNDERSIDE OFINSULATION AND INSTALL TO UNDERSIDE OF STRUCTURAL ROOF SHEATHING.
VENTED CRAWL SPACES:PROVIDE 18" CLEAR TO UNDERSIDE OF FLOOR JOISTS WITHIN VENTED CRAWLSPACESWITH CLASS 1 VAPOR RETARDER ABOVE GROUND SURFACE PER IBC SECT. 408.1, REFERTO SHEET A5.1 FOR VENT CALCULATIONS
FLR. JST., w/ R-30 INSUL.REF. STRUCT. PLANS, PROVIDE 18"CLEAR TO UNDERSIDE OF FLOORJOISTS PER IRC 408.1
R-10 INSUL. AT FOUND. WALLS,EXTEND 24" DOWN FROM GRADE
FLR. JST., w/ R-30 INSUL.REF. STRUCT. PLANS, PROVIDE 18"CLEAR TO UNDERSIDE OF FLOORJOISTS PER IRC 408.1
R-10 INSUL. AT FOUND. WALLS,EXTEND 24" DOWN FROM GRADE
PROVIDE 1/2 " GYP. BD. ATALL ACCESSIBLE SPACESBELOW ALL STAIRS, TYP.
NOTE: PROVIDE 1/2 " GYP. BD.AT ALL ACCESSIBLE SPACESBELOW ALL STAIRS, TYP.
A4.19
A4.19
A4.18
A4.15
A4.13
A4.18
A4.04
A4.18
2 HR RATED DEMISINGWALL
2 HR RATED DEMISINGWALL
2x6 EXT. WALL w/ R-21INSUL, TYP.
2x6 EXT. WALLw/ R-21INSUL, TYP.
2x6 EXT. WALLw/ R-21 INSUL, TYP.
2X6 EXT. WALLw/ R-21 INSUL, TYP.
2
STOR.
PROVIDE 1/2 " GYP. BD. ATALL ACCESSIBLE SPACESBELOW ALL STAIRS, TYP.
2
3
3
3
GENERAL NOTES:
1. BUILDING SECTIONS MAY NOT ILLUSTRATE EVERY CONDITION IN THE FIELD.COORDINATE WITH DESIGN & STRUCTURAL PLANS FOR VERIFICATION.
2. WALLS AND/OR EAVES WITHIN 5'-0" OF A PROPERTY LINE MUST BE 1-HR. FIRE-RATED.NO EAVE VENTS SHALL BE ALLOWED IN RATED SOFFITS.
3. SEE SHEETS A5 & A5.1 FOR ADDITIONAL PROJECT NOTES & ABBREVIATIONTRANSLATIONS.
CO
PYRI
GHT
201
8IF
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
101017
NO
RTH
WO
LFF
TOW
NHO
MES
NEW
TO
NW
HOM
ES13
23 N
. WO
LFF
STRE
ETD
ENV
ER, C
OLO
RAD
O
01.17.18 PERMIT SUBMITTAL JK
03.06.18 REVISION 1 JW
03.26.18 REVISION 2 JW
3 05.17.18REVISION 3 JK
1
2
BUIL
DIN
G S
ECTIO
NS
A3.0
6'-8
"
(MA
INTA
IN 6
'-8" C
LEA
R HE
AD
HEI
GHT
)
7'-2
" PRO
VID
ED
3'-0
"
7'-5
1 2" P
ROV
IDED
3'-0
"
WOOD STRINGER,TYP.
WOOD TREAD ANDRISER CLOSURE,TYP.
WOOD TREAD ANDRISER CLOSURE,TYP.
16R @ 7.6" FIELD
VERIFY
15T @ 10"
WOOD STRINGER,TYP.
15R @ 7.33"
FIELD
VERIFY
14T @ 10"
WOOD RAILING, TYP.
WOOD RAILING, TYP.
BA3.1
BA3.1
6'-8
"
(MA
INTA
IN 6
'-8" C
LEA
R HE
AD
HEI
GHT
)
8'-5
" PRO
VID
ED
3'-0
"
12" GYP. BOARDAT ACCESSIBLE SPACESBELOW STAIRS, TYP.
WOOD STRINGER,TYP.
WOOD TREAD ANDRISER CLOSURE,TYP.
WOOD TREAD ANDRISER CLOSURE,TYP.
16R @ 7.6" FIELD VERIFY
15T @ 10"
WOOD STRINGER,TYP.
15R @ 7.33"
FIELD VERIFY
14T @ 10"
WOOD RAILING, TYP.
WOOD RAILING, TYP.
BA3.1
BA3.1
STAIR SECTION (TYP.)SCALE 1/2" = 1''-0"1
NOTE: MAY BE MIRRORED DEPENDING ON LOCATION
6'-8
"
(MA
INTA
IN 6
'-8" C
LEA
R HE
AD
HEI
GHT
)
6'-8
"
(MA
INTA
IN 6
'-8" C
LEA
R HE
AD
HEI
GHT
)
6'-1
0" P
ROV
IDED
16R @ 7.6"
FIELD
VERIFY
15T @ 10"
12" GYP. BOARDAT ACCESSIBLE SPACESBELOW STAIRS, TYP.
12" GYP. BOARDAT ACCESSIBLESPACES BELOWSTAIRS, TYP.
12" GYP. BOARDAT ACCESSIBLESPACES BELOWSTAIRS, TYP.
2X6 PT PLATE,ANCHORED TO FLOORSTRUCTURE 81
4" SIMPSON TAZ STAIRCASE ANGLE
WOOD TREADSTAIR SUPPORT STRINGER
11"
WOOD RAILINGBEYOND, ANCHORTO STRINGER
10"
2"
3/4" Min - 1 1/4" Max
2"
12" PLYWOOD CLOSURE
GYP. BOARD
NOTE: TREAD NOSING TOCOMPLY WITH IRC R311.7.4.3,NOSING RADIUS MAX. 9
16" ANDBEVEL MAX 12". NOSING SHOWNAT 1" (MIN. 34", MAX. 1 1/4")
814" SIMPSON TAZ
STAIRCASE ANGLE
WOOD TREADSTAIR STRINGER
BEAM,RE: STRUCT.STRINGER TO BEAMCONNECTION, RE:STRUCT.
GYP. BOARD
12" PLYWOODCLOSURE
11"10"
STAIR STRINGER DETAILNOT TO SCALEA
STAIR ATTACHMENT DETAILNOT TO SCALEB
3/4" Min - 1 1/4" Max
1
1
CO
PYRI
GHT
201
8IF
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
101017
NO
RTH
WO
LFF
TOW
NHO
MES
NEW
TO
NW
HOM
ES13
23 N
. WO
LFF
STRE
ETD
ENV
ER, C
OLO
RAD
O
01.17.18 PERMIT SUBMITTAL JK
03.06.18 REVISION 1 JW1
STA
IR S
ECTIO
NS/
DET
AIL
A3.1
4 NO SCALEHIGH PARAPET WALL DETAIL
FRONT OF THRESHOLD PAN
BUTYL SEALANT, MUST BE SEPEARATEDLINES OF SEALANT TO ALLOW FORMOISTURE TO DRAIN FROM THRESHOLD.
REAR LEG
PROFILE OF FLASHING FROM SILL PANVARIES BASED ON LOCATION
END DAMW
ATER F
LOWWATE
R FLO
WWATE
R FLO
W
10 NO SCALESILL PAN WITH SEALANT
PRE-FINISHED LOW-PROFILE ROOFVENTILATOR WITH INTEGRALFLASHING FLANGE/ NET FREE AIRFLOW PER ROOF PLANS
INSTALL VENTILATOR PERMANUFACTURER'S INSTRUCTIONS/OVERLAP /SEAL FLANGE WITHSHINGLES AT TOP
VENTILATOR FLANGE TO OVERLAPSHINGLES AT BOTTOM
PROVIDE CUT-OUT IN SHEATHINGFOR VENTILATION
7 NO SCALELOW PROFILE ROOF VENTILATOR
BUTYL SEALANT
SCHEDULED DOORSCHEDULED DOOR
SCHEDULED FINISH FLOORING
MANUFACTURER'S SILL OVERMETAL DOOR PAN, SET INSEALANT.
INSTALL PROTECTO WRAP BT20 XL BUILDING TAPEAT SILL OF ROUGH OPENING. DO NOT ATTACHLOWER EDGE - IT WILL LAP BUILDING PAPER.
1
INSTALL WINDOW WITH SILL FLANGE OVERPROTECTO WRAP BT20 XL BUILDING TAPE.
2
INSTALL PROTECTO WRAP BT20 XL BUILDINGTAPE OVER JAMB FLANGE OF WINDOW
INSTALL PROTECTO WRAP BT20 XL BUILDING TAPE ATSILL OF ROUGH OPENING. DO NOT ATTACHLOWER EDGE - IT WILL LAP BUILDING PAPER.
INSTALL TRIM AT HEAD OVER PROTECTO WRAP BT20BUILDING TAPE.
5
INSTALL METAL FLASHING WITH DRIP EDGE ABOVETRIM. RE: HEAD DETAILS NOTED ON THIS SHEET.
6
LAP PROTECTO WRAP BT20 XL BUILDING TAPEOVER BUILDING PAPER AT SILL. BUILDING PAPERSHALL LAP OVER PROTECTO WRAP BT20 XLBUILDING TAPE AT JAMBS AND METAL FLASHINGAT HEAD.
7
3
4
4
3
2
1
7
6
5
9 NOT TO SCALE NOTE: IN ORDER OF INSTALLATIONWATER PROTECTION INSTALLATION DETAIL
1 NOT TO SCALE THRESHOLD DETAIL
3 1/2"
ROOF LVL. 21'-1 1/4"
T.O. WALL/ PARAPET 25'-1 1/4"
12"
PREFINISHED METAL PARAPETCAP OVER M.L. TOP PLATE (SEESTRUCT. DWG'S FOR ALL TOPPLATES), FRAME EXTENDEDPARAPET PROFILE w/ 2x P.T.D.F.
PLYWOOD SHEATHING
2x P.T.D.F. RIM JOIST
EXT. STUD WALL w/ R-19 INSUL.
DBL. TOP PLATE
CLG. JOIST w/ R-38 INSUL.,REF. STRUCT. PLANS
ROOF SHEATHING, REF.BUILT-UP ROOF
FLASHING & COUNTER-FLASHING
4" CANT STRIP
SLOPED PARAPET CAP
ICE & WATER SHIELD
15 LB. FELT w/ 17 ga. METAL NETTING
BUILDING PAPER (2 LAYERS GRADE 'D')
7/8" STUCCO (3-COAT)
2x P.T.D.F. SILL
SPAN-RATED SHEATHING
HARDIE SIDING
STUCCO SIDING
NON-RATED EXTERIORWALLS, UNLESS ABOVECANTILEVER, SEEKEY PLAN (THIS DETAIL) FORLOCATIONS.
STRUCT. PLANS
SCHEDULED DOOR
FRAME
SCHEDULED CASING
SHIM AS REQUIRED
MOULDING
SELF-ADHERED 20ML POYTETHENEAIR/VAPOUR BARRIER
HEADER RE: STRUCTURAL
BUILDING WRAP PER WALLASSEMBLY
METAL 'Z' FLASHING WITH ENDDAM INTEGRAL DRIP EDGE
SCHEDULED CASING
SCHEDULED DOOR
FRAME
SELF-ADHERED 20ML FLASHINGAIR/VAPOR BARRIER
BACKER ROD AND SEALENT
MOLDING
BUILDING WRAP AND BUILDINGPAPER PER WALL ASSEMBLY
BRICK VENEER
2 NOT TO SCALE HEAD AT STONE VENEER3 NOT TO SCALE
JAMB AT STONE VENEER
PRIVACY WALL, MIN. 42" HEIGHT FROMTOP OF ROOF
3'-0
" MIN
.
(TO
P O
F RO
OF
FIN
ISH
/ D
ECK)
PROVIDE ONE LAYER 5/8" TYPEX GYPSUM WALLBOARD APPLIEDAT RIGHT ANGLES TO EA. SIDEOF 2X WOOD STUDS, 16" O.C.WITH 2-1/4" TYPE S OR W/DRYWALL SCREWS 12" O.C.
GA FILE NO. WP 3644
AIR- IMPERMIABLE VAPOR BARRIER TOUNDERSIDE OF SPRAY INSULATION TOUNDERSIDE OF ROOF SHEATHING,PROVIDE R-38 INSULATION AT ROOF
5 NO SCALEROOF EAVE AT HALF STORY
CLG. JOIST, REF.STRUCT. PLANS
EXT. STUD WALLDBL. TOP PLATE
121/4MIN.
ROOFSEE ELEVS.
CONTIN. ROOF CAPOVER ROOF COMPOSITION
BASE FLASHING
SHEATHING, REF. STRUCT. PLANSBUILT-UP ROOF OVER ROOF
15 LB. FELT w/ 17 ga. METAL NETTING
BUILDING PAPER (2 LAYERS GRADE 'D')
7/8" STUCCO (3-COAT)
EXT. GRADE SPAN-RATED SHEATHING
1'-2"10"
4"
NOTE: UNVENTED ATTIC SPACE TO BE COMPLETELYCONTAINED WITHIN BUILDING THERMAL ENVELOPE.INSTALL RIGID FOAM PLASTIC INSULATION ESSR-3375(R-20) w/ VAPOR RETARDER COATING TOUNDERSIDE OF ROOF DECK (MUST MEET UL 1256AND CONFORM TO IRC 905.9, BUILT-UP ROOFINGMATERIAL STANDARDS). INSTALL OPEN CELL (AIRPERMEABLE) INSULATION BELOW THE DECKING PERIRC SECT. R806.4.5.2.
DECK
WOOD NAILER, MUST EXTENDBEYOND METAL FLANGE INALL DIRECTIONS
WATERBLOCK
QUICK PRIME, WHEN USING FORMFLASH PREPAR THE SPLICE AREA w/SPLICE WASH & SPLICE ADHESIVE.
SEAM EDGE TREATMENT
ANCHOR w/ FASTENER 4' O.C. MAX.,SEAL HEADS w/ G.P. SEALER
ISO 95+
SEAM EDGE TREATMENT3" MIN. 3" MIN.
WELDED METAL SLEEVE, ROUND ALLSHEET METAL FLANGE CORNERS
ANCHOR w/ FASTENER 4' O.C. MAX.,SEAL HEADS w/ G.P. SEALER
WATERBLOCK
QUICK PRIME, WHEN USING FORM FLASHPREPARE THE SPLICE AREA w/ SPLICE WASH& SPLICE ADHESIVE.
9" FLASHINGSEAM EDGE TREATMENT
RUBBERGUARD MEMBRANE
SEALANT
6 NO SCALETYPICAL WALL SCUPPER
3" MIN.
COPING, REFER TO MANU. INSTRUCTIONSFOR COMPLETE INSTALLATIONCOPING ANCHOR CLIPANCHOR CLIP FASTENERS
RUBBER GUARD MEMBRANEBONDING ADHESIVEWOOD NAILERNAIL 12" O.C. MAX.
8 NO SCALETYPICAL PARAPET CAP
EXT. WALL STUDPER PLAN
BUILDING PAPER
EXTER. SIDING, RE. ELEVS.
SPAN-RATED SHEATHING
11 NO SCALE1-HR RATED WALL DETAIL
(1) LAYERS TYPE 'X' 5/8"
VERTICALLY EA. SIDE OF WALL
WALL: (UL U305)
GYP. BD. APPLIED
5b
PERROOFPLAN
PLYWOOD REF. STRUCT. PLANS
4" GUTTER
EXT. WALL STUD
TOP PLATE
ROOF FRAMING
BAFFLE BOARD
1x FASCIA
PER PLAN
REF. STRUCT. PLANS
15 LB. FELT w/ 17 ga. METAL NETTING
BUILDING PAPER
7/8" STUCCO (3-COAT)
SPAN-RATED SHEATHING
(2) LAYERS 5/8" TYPE 'X' GYP BD.
*NOTE: NO OPENINGSALLOWED INPROTECTED EAVE.
NO SCALEEAVE DETAIL - 1-HOUR RATED
BUILT-UP ROOF
NOTE: UNVENTED ATTIC SPACE TO BE COMPLETELYCONTAINED WITHIN BUILDING THERMAL ENVELOPE.
INSTALL RIGID FOAM PLASTIC INSULATION ESSR-3375(R-20) w/ VAPOR RETARDER COATING TO
UNDERSIDE OF ROOF DECK (MUST MEET UL 1256AND CONFORM TO IRC 905.9, BUILT-UP ROOFING
MATERIAL STANDARDS). INSTALL OPEN CELL (AIRPERMEABLE) INSULATION BELOW THE DECKING PER
IRC SECT. R806.4.5.2.
(GA RC-2602)
(2 LAYERS GRADE 'D')
12 NO SCALE 2-HOUR RATED WALL ASSEMBLY
PROVIDE TWO LAYERS 5/8" TYPE X GYPSUMWALLBOARD APPLIED AT RIGHT ANGLES TO EA. SIDE OF2X WOOD STUDS, 16" O.C. WITH 2-1/4" TYPE S OR W/DRYWALL SCREWS 12" O.C.
GA FILE NO. UL U301
R-19 INSULATION AT GARAGE INTERIORWALL LOCATIONS
(APPLY GYP. BD. OVER OSB AT ALLSHEAR WALLS)2HR.
2 LAYERS 5/8" TYPE X GYP. WALL BD. EA.SIDE OF 2x4 STUDS, 16" O.C.
EXTEND ALL LAYERS 5 /8" TYPE X GYP. TOUNDERSIDE OF ROOF SHEATHINGROOF SHEATHING: APROVEDFIRE-RETARDENT-TREATED MATERIAL FOR MIN.OF 4'-0" EITHER SIDE OF PARTY WALL
CO
PYRI
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201
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12of
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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
101017
NO
RTH
WO
LFF
TOW
NHO
MES
NEW
TO
NW
HOM
ES13
23 N
. WO
LFF
STRE
ETD
ENV
ER, C
OLO
RAD
O
01.17.18 PERMIT SUBMITTAL JK
03.06.18 REVISION 1 JW1
PRO
JEC
T D
ETA
ILS
1
A4.0
112" MIN.
WALL
HANDRAIL BRACKET
1-1/4" HANDRAIL
1-1/4"HANDRAIL
36"
5 NO SCALEHANDRAIL DETAIL
2 NO SCALEFLASHING DETAIL1 NO SCALE
BASE WALL APPLICATION DETAIL
PARCEL LINEBETWEEN UNITS - NO ROOFPENETRATIONS WITHIN 5 FEET
ROOF SHEATHING: APROVEDFIRE-RETARDENT-TREATEDMATERIAL FOR MIN. OF 4'-0"EITHER SIDE OF PARTY WALL
STEEL STUD TOP TRACK
FIBERGLASS SOUNDATTENUATION BATTS (TYP).
PROPERTY LINE BETWEEN UNITS,TYP.
2x4 WOOD STUDS @ MAX. 24"O.C., REF. STRUCT. PLANS
(2) LAYERS 1" GYP. BOARD LINERSET INTO "H"-SHAPED STEEL STUDS@ 24" O.C.
BLOCKING BTWN FLOOR TRUSSES, TYP.
PROPERTY LINE BETWEEN UNITS,TYP.
5-1/4" 5-1/4"
TYPICAL ROOFTOP STAIR ACCESS ROOF:MIN. CLASS 'C' BUILT-UP ROOFING OVER
ROOF SHEATHING PER STRUCTURALENGINEERING OVER ROOF JOISTS w/ MIN.
R-38 INSUL., TYP. INTERIOR SURFACE OF 1/2"GYP. BOARD.
DOUBLE TOP PLATE FOR ROOFWALLS AS REQUIRED FOR 10'-0"O.C. VERTICAL CLIP ATTACHMENT,TYP.
10 1/2"
3/4" 3/4"
1" TYPE 'X' SHAFTLINER PANEL
1" TYPE 'X' SHAFT LINER PANEL
(1) LAYER 5/8" GYP. BD. ONINTERIOR SURFACE OF 2x4 STUDS
2x4 CROSS-BRACE AS REQ.'d FORCLIP ATTACHMENT
MIN. 2"W.x2"x2-1/4" ALUMINUM "L"CLIP ATTACHED TO STEEL "H" STUDS,
MAX. OF 10'-0" O.C. VERTICALLYFOR LINER WALLS UP TO 44'-0" HIGH
TYPICAL THIRD FLOOR, 3/4" T&GPLYWOOD OR OSB OVER RIPPED2X4S OVER 11 7/8" TJI JOISTS, REF.STRUCT. PLANS. (SEE ROOF DECK
NOTE BELOW)
SILL PLATE FOR ROOF WALL ASREQ'd. FOR 10'-0" O.C. VERTICALCLIP ATTACHMENT, TYP.
PARCEL LINEBETWEEN UNITS - NO ROOFPENETRATIONS WITHIN 5 FEET
STEEL STUD TOP TRACK
5-1/4" 5-1/4"
DOUBLE TOP PLATE FORROOF WALLS ASREQUIRED FOR 10'-0"O.C. VERTICAL CLIPATTACHMENT, TYP.
10 1/2"
3/4" 3/4"1" 1"
DOUBLE TOP PLATE, TYP.
TYPICAL THIRD FLOORROOF FRAMING, 3/4"
T&G PLYWOOD OROSB OVER 12" WEB
JOISTS, REF. STRUCT.PLANS
SILL PLATE FOR ROOFWALL AS REQ'd. FOR10'-0" O.C. VERTICAL CLIPATTACHMENT, TYP.
SPAN-RATED SHEATHING
6 NO SCALE UL DESIGN #U366, #U373, OR #U375 (AT ROOFTOP)
STEEL STUD BOTTOM TRACK 1-LAYER 5/8" TYPE 'X' GYP. BD.
1-LAYER 1/2" GYP. BD.(PROVIDE 1-LAYER 5/8" TYPE "X"GYP. BD. AT GARAGE CLGS.
TYPICAL SECOND FLOOR, 3/4" T&GPLYWOOD OR OSB OVER 11 7/8" TJI
JOISTS, REF. STRUCT. PLANS
REF.
BLD
G. S
ECTIO
NS
REF.
BLD
G. S
ECTIO
NS
REF.
BLD
G. S
ECTIO
NS
FIRST FLR.
SECOND FLR.
HALF STORY/ROOFTOP
7 NO SCALE UL DESIGN #U366, #U373, OR #U375 (AT DEMISING WALL)
30 LB. FELT PAPERCOMP. SHINGLE ROOFING OR METAL ROOF, SEE SHT. A1.4 (MIN. CLASS 'C' RATING)
ROOFTOP
WOOD SHIM
PREFINISHED METAL PARAPETCAP FLASHING OVER M.L. TOPPLATE (SEE STRUCT. DWG'S FORALL TOP PLATES), FRAMEEXTENDED PARAPET PROFILE w/2x P.T.D.F., SLOPE 1/4": FOOT MIN.
4"
16"
2" 2"
GA FILE NO. ASW 1000, 60-64 STC RATINGGA FILE NO. ASW 1000
DEMISING END-WALL
FIRE DEMISINGWALL TOEXTEND TOINSIDE OFSHEATHINGAT ALLEND-WALLCONDITIONS.
8'-4
"(3
0" M
IN. P
ERIR
C 3
02.2
.2.1
.)
1" TYPE 'X'GYP. PANEL
1" TYPE 'X'GYP. PANEL
INTERIORINTERIOR
EXTERIOR
(1) LAYER 5/8" GYP. BD. ONINTERIOR SURFACE OF 2x4 STUDS
TYPICAL FIRST FLOOR, 3/4" T&GPLYWOOD OR OSB OVER 11 7/8" TJI
JOISTS, REF. STRUCT. PLANSDOUBLE BLOCK BETWEEN FLOORTRUSSES, TYP.
STEEL STUD BOTTOM TRACKPROPERTY LINE BETWEEN UNITS
*NOTE:PARTY WALL AT GARAGE SIMILAR,DELETE INSULATION & SOUND BATTS ALL FOUNDATION WALLS BETWEEN UNITS TO BE
11" THICK U.N.O. ALL FOUNDATION WALLSSHALL BE DAMP PROOFED OUTSIDE BYAPPROVED METHODS & MATERIALS, AS REQD.BY CURRENT IBC AND LOCAL CLODES. 2X8 SILLPLATE WITH 1/2" DIAMETER X 10" ANCHORBOLTS @ 6'- 0.C. & 12" FROM ENDS (OR PERSTRUCT.) PROVIDE PERIMETER DRAIN PER SOILSREPORT RECOMMENDATIONS.
CRAWL SPACE
8 NO SCALE UL DESIGN #U366, #U373, OR #U3752-HOUR PARTY WALL ASSEMBLY
MIN. STC RATING: 45, MIN. IIC RATING: 45
*REFER TO STRUCTURAL PLANS FORFOUNDATION DESIGN AND DETAILS
RUN
FLA
SHIN
GD
OW
N 8
" MIN
.FR
OM
TO
P O
FFO
UND
ATIO
NW
ALL
MASONRY
GRADE
FOUNDATION WALL
FLR'G.P.T.D.F.
SILL PLATERIM JOIST
PORCH/PATIO
26 ga. FLASHING
8b NO SCALE GARAGE TO UNIT LOCATION
CONCRETE SLAB TO WALL
PARTY WALL ASSEMBLY AT
*REFER TO STRUCTURAL DWG's.FOR FOUNDATION SPEC's.
MIN. 6" ABOVE EARTH,4" MIN. ABOVE PAVEMENT
15 LB. FELT w/ 17 ga. METAL NETTING
EXT. WALL STUD
BUILDING PAPER (2 LAYERS GRADE 'D')
7/8" STUCCO (3-COAT)
FNDTN. WEEP SCREED w/ MIN. 3-1/2"0.019-INCH (26 ga.), CORROSION-
2x P.T.D.F. RIM JOIST, SEE STRUCT. DWGS.
SPAN-RATED SHEATHING
RESISTANT WEEP SCREED (SCREEDSHALL BE OF TYPE SUCH AS TO ALLOWTRAPPED WATER TO DRAIN TO THEEXTERIOR OF THE BUILDING)
PER PLAN
R-30 INSULATION AT ABOVE ALL CRAWLSPACE , PER NEC N1102.1
FIRE BLOCK AT HORIZ. INTERVALSNOT EXCEEDING 10' ANDVERTICALLY AT ALL CLG & FLOORS,TYP., ADD 1-LAYER 5/8" TYP. 'X' GYP.BD. BETWN. WD. FRAMING ANDSHAFT LINER PANELS (IRC R302.11 &R302.111.1
EXTEND 2 HR. SEPARATION (2LAYERS OF SHAFTLINER) TOUNDERSIDE OF ROOF.
DBL. TOP PLATE (TYP.)
STEEL STUD TOP TRACK
UNIT
ROOF: MIN. CLASS 'C' BUILT-UPROOFING OVER ROOF SHEATHING PERSTRUCTURAL ENGINEERING OVER ROOFJOISTS w/ MIN. R-38 INSUL., TYP.INTERIOR SURFACE OF 1/2" GYP.BOARD.
TYPICAL ROOF FRAMING, REF. STRUCT.PLANS
PARCEL LINE BETWEEN UNITS -NO ROOF PENETRATIONSWITHIN 5 FEET
ROOF SHEATHING:APROVEDFIRE-RETARDENT-TREATEDMATERIAL FOR MIN. OF 4'-0"EITHER SIDE OF PARTY WALL
GARAGE
RE. DTL. 8/ A4.1RE. DTL. 8/ A4.1
9 NO SCALE METAL CANOPY DETAIL
NOTE: REFER TO STRUCT. DWG'S.FOR FOUNDATION AND FOOTINGDETAILS
A
A
A
A PROVIDE 2x NOMINAL LUMBERFIREBLOCKING VERTICALLY ATALL CEILING & FLOOR LEVELS, ASWELL AS HORIZONTALLY ATINTERVALS NOT EXCEEDING 10FEET (IRC R302.11 & R302.11.1).
NOTE: UNVENTED ATTIC SPACE TO BE COMPLETELYCONTAINED WITHIN BUILDING THERMAL ENVELOPE.
INSTALL RIGID FOAM PLASTIC INSULATION ESSR-3375(R-20) w/ VAPOR RETARDER COATING TO
UNDERSIDE OF ROOF DECK (MUST MEET UL 1256AND CONFORM TO IRC 905.9, BUILT-UP ROOFING
MATERIAL STANDARDS). INSTALL OPEN CELL (AIRPERMEABLE) INSULATION BELOW THE DECKING PER
IRC SECT. R806.4.5.2.
NOTE: ROOF DECKING ATTACHED DIRECTLY OVER COMPOSITE OR PRESSURE-TREATED 2x4 SLEEPERS. ALL DECKSTRUCTURES SHALL NOT REDUCE THE WEATHER-RESITANCE OF THE ROOF COVERING ASSEMBLY. ALL ROOFPENETRATIONS SHALL COMPLY WITH PROVISIONS OF CHAPTER 7 OF THE IBC AND DBCA CHAPTER 15 "ROOFING ANDROOF STRUCTURES".
HORIZ. SIDING ORSTUCCO w/
GRADE 'D' BUILDINGPAPER
BUILDING PAPER (2LAYERS GRADE 'D')
INTERSECTION AT DEMISING WALLS
FIRE DEMISINGWALL TO FULLYEXTEND TOINTERSECTIONOF THE FOURINTERIOREND-WALLCONDITIONS.
1" TYPE 'X' GYP. PANELINTERIORINTERIOR
INTERIORINTERIOR
1" T
YPE
'X'
GYP
. PA
NEL
7C
(PROVIDE 12" GYP. BD. AT SINGLE STUD WALLSSEPARATING GARAGE TO RESPECTIVE UNITS,FROM FLOOR TO UNDERSIDE OF ROOFSHEATHING)
1 HR. REQUIREDPER IBC SECT. 709
1 HR. REQUIREDPER IBC SECT. 709
2-HOUR PARTY WALL ASSEMBLY1 HR. REQUIREDPER IBC SECT. 709
2-HOUR PARTY WALLASSEMBLY
18"
18"
EXTERIOR WALL
BLOCKING AS REQUIRED
ROD AND CLEVIS,RE: STRUCT.
112"X3" TUBE STEEL
FRAME, RE: STRUCT.14" METAL PANELSTOP AND BOTTOM
FRAME 12" OFFSETFROM EDGE OFMETAL PANELS@ EXPOSED EDGE
HATCH INDICATES T.O. FOUNDATION/ BTM. OF FRAME WALL 12"BELOW INTERSECTING WALLS. DBL LAYER 1" TYPE "X" GYP. BD.ALONG GRID LINE 3 TO STEP ABOVE INTERSECTINGFOUNDATION WALL OF GRID B - TO EXTEND TO PERPENDICULARLAYERS TYPE "X" GP. BD. PANELS
B
33
B
4" O.C. MAX.
34"-36"
MAX. 7.75", MIN. 4"
MIN. 10"
FILLET CURVATURETO BE NO GREATERTHAN 9/16", BEVELING
NOSING NOT LESS THAN 3/4",NO GREATER THAN 1-1/4"
NOT TO EXCEED 1/2"
LESS THAN 4"
3 NO SCALESTAIR DETAIL
TO UNDERSIDE OF 2X8 FRAMING(NO OPENINGS ALLOWED)
*NOTE: NO OPENINGS ALLOWED IN PROTECTED EAVE.
9b NO SCALEROOF SOFFIT/CANOPY DETAIL
1x FASCIA
ROOF SUPPORT AT WALL,
1-HOUR RATED (GA RC-2602)
RE. STRUCT. DWG'S.
EXTEND 2-HR. RATED ASSEMBLY TO WITHIN AND EDGE OF CANOPY ASSEMBLY TO PROVIDE UNIT SEPARATION
EXTERIOR INTERIOR
CENTER CANOPY (UNITS 1317 & 1323 ENTRIES):
(2) LAYERS TYPE 'X' GYP BD.
4
WROUGHT-IRONRAILING, T.O. RAILING 36"MIN. HIGH ABOVE DECKING
DECK JST.FOR DECK, REF.STRUCT. PLANS
BOLT RAILING TO JOISTS W/BOLTS, ATTACHMENT TOCOMPLY WITH IRC R301.5, RE.STRUCT. DWGS.
BLOCKING AS REQUIRED
1
CO
PYRI
GHT
201
8IF
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
101017
NO
RTH
WO
LFF
TOW
NHO
MES
NEW
TO
NW
HOM
ES13
23 N
. WO
LFF
STRE
ETD
ENV
ER, C
OLO
RAD
O
01.17.18 PERMIT SUBMITTAL JK
03.06.18 REVISION 1 JW1
PRO
JEC
T D
ETA
ILS
2
A4.1
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 OF ANYOTHER 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.
WATER HEATER INSTALLATION NOTES (TANK):1. ELEVATED PLATFORM:
WATER HEATER, PILOTS, BURNERS, SWITCHES, HEATING ELEMENTS, ALSO ITEMS THAT GENERATE A GLOW, SPARK, OR ARE CAPABLE OF IGNITING VAPOR, ARE TO BE LOCATED AT LEAST 18" ABOVE THEFLOOR.
2. SEISMIC BRACING:FOR SEISMIC BRACING, THREE STRAPS ARE REQUIRED -- ONE WITHIN THE UPPER ONE-THIRD, MIDDLE, AND LOWER ONE-THIRD OF THE WATER HEATER. THE LOWER STRAP MUST BE AT LEAST 4" ABOVE THE CONTROLS.STRAPPING MUST BE A MINIMUM OF 1" WIDE AND 18-GAGE AND MUST WRAP COMPLETELY AROUND THE WATER HEATER, THEN RETURN TO THE WALL. ENDS OF STRAPS MUST BE SECURED TO A STUD WITH A MINIM1/4"x3" LAG BOLT WITH WASHER.
3. VENT TERMINATION:VENTS MUST EXTEND ABOVE THE ROOF SURFACE A MINIMUM OF 12" AND TERMINATE IN AN APPROVED VENT CAP. THE MINIMUM TOTAL HEIGHT OF THE VENTING SYSTEM IS 5'-0" FROM VENT COLLAR TOTERMINATION. TERMINATION MUST BE A MINIMUM OF 4'-0" FROM ANY OPENING INTO THE BUILDING.
4. TEMPERATURE & PRESSURE RELIEF VALVE & DRAIN LINE:WATER HEATER MUST BE EQUIPPED WITH A LISTED TEMPERATURE AND PRESSURE RELIEF VALVE AND DRAIN LINE. THE DRAIN LINE SHOULD BE EQUAL TO THE OUTLET SIZE, BUT IN NO CASE BE LESS THAN 3/4" COPPEROR GALVANIZED PIPE, AND MUST EXTEND FROM THE VALVE TO THE OUTSIDE OF THE BUILDING. THE END OF THE PIPE SHOULD NOT BE MORE THAN 24" OR LESS THAN 6" ABOVE THE GROUND AND POINTDOWNWARD.
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. = GYPSUMHPR = HOPPER WINDOWINT. = INTERIORJST. = JOISTLB. = POUND (WEIGHT)LVL. = LEVELMAX. = MAXIMUMMFG = MANUFACTURERMIC = MICROWAVEMIN. = MINIMUMmm. = MILLIMETER(N) = NEWNO. = NUMBERo/ = OVERO.C. = ON-CENTER
O.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 WALLT.O.F. = TOP OF FOUNDATION
TRSH = 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
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 DRAIN INLET.4. ALL GLASS SLIDING DOORS, SHOWER ENCLOSURES, AND WINDOWS WITHIN 60 INCHES OF WET WALKING SURFACES SHALL BE TEMPERED.5. ANY WINDOWS AT STAIRWAYS, STAIRWAY LANDINGS, OR WITHIN 5'-0" OF THE BOTTOM AND TOP OF STAIRWAYS WHERE THE BOTTOM EDGE 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 OF THE 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/OR DECK DRAINAGE SHALL NOT BE ALLOWED TO RUN BEHIND ANY FASCIA BOARDS OR ONTOTHE 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 LOCATED IN EACH SLEEPING ROOM AND HALLWAY OR AREA GIVING ACCESS TO A SLEEPING ROOM. SMOKE ALARMS SHALL BE INTERCONNECTED SOTHAT 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, OUTLETS FOR 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 THAN WOULD BE NORMAL FOR A HAND HAMMER OR MINIMUM EDGES DISTANCE ARE NOT MAINTAINED, THE PERFORMANCE WILL BE DEEMED UNSATISFACTORY.
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DATE ISSUEPROJECT #
SHEET #
KSA ARCHITECTURE, LLC. ALL RIGHTS RESERVED.
SHEET SIZE: 24" x 36"
ARCHITECT'S STAMP
BYREV.
RC
HIT
CTU
RA
EE
101017
NO
RTH
WO
LFF
TOW
NHO
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NEW
TO
NW
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23 N
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01.17.18 PERMIT SUBMITTAL JK
02.20.18 REVISION 1 JW1
PRO
JEC
T N
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S 1
A5.0
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
SECTION "EE"
COUNTER TOP
VARIESPER PLAN
FIN. FLR.
BASEPARTITION
BASE CAB.
BUILDING THERMAL ENVELOPE (TYP.)
ATTIC
CONDITIONED SPACE
ABOVE GRADE WALL / R-21.0
FLOOR / R-30.0
CEILINGS &ROOFS / R-38.0
WINDOWS / U 0.32
DOORS / U 0.36
AIR LEAKAGE CHECKLIST CHART
BARRIER AND THERMAL BARRIER ALIGNMENT
BARRIER
AIR BARRIER IN ALIGNMENT WITH THETHERMAL BARRIER (INSULATIION.)
ATTIC AIR SEALING TOP PLATES AND WALL-TO-CEILINGCONNECTIONS ARE SEALED.
ATTIC KNEEWALLS AIR BARRIER IS INSTALLED AT THEINSULATED BOUNDARY (KNEEWALLTRANSITION OR ROOF, AS APPROPRIATE)
DUCT SHAFT/ PIPING SHAFT AND PENETRATIONS OPENINGS FROM ATTIC TO CONDITIONEDSPACE ARE SEALED.
DROPPED CEILING/ SOFFIT AIR BARRIER IS FULLY ALIGNED WITHINSULATION; ALL GAPS ARE FULLY SEALED
STAIRCASE FRAMING AT EXTERIOR WALL/ ATTIC AIR BARRIER IS FULLY ALIGNED WITHINSULATION; ALL GAPS ARE FULLY SEALED
PORCH ROOF AIR BARRIER IS INSTALLED AT THE INTERSECTIONOF THE PORCH ROOF AND EXTERIOR WALL
FLUE OR CHIMNEY SHAFT OPENING AROUND FLUE IS CLOSED WITH FLASHING,AND ANY REMAINING GAPS ARE SEALED WITHFIRE-RATED CAULK OR SEALANT
ATTIC ACCESS/ PULL DOWN STAIR ATTIC ACCESS PANEL OR DROP-DOWN STAIR ISFULLY GASKETED FOR AN AIR-TIGHT FIT
RECESSED LIGHTING FIXTURES ARE PROVIDED WITH AIR-TIGHTASSEMBLY OR COVERING.
DUCTS ALL DUCTS SHOULD BE SEALED, ESPECIALLY INATTICS, VENTED CRAWLSPACES, AND RIM AREAS
WHOLE HOUSE FAN PENETRATION AT ATTIC AN INSULATED COVER IS PROVIDED THAT ISGASKETED OR SEALED TO THE OPENING FROMEITHER THE ATTIC SIDE OR CEILING SIDE OF THE FAN.
EXTERIOR WALLS SERVICE PENETRATIONS ARE SEALED AND AIRSEALING IS IN PLACE BEHIND OR AROUNDSHOWER/ TUB ENCLOSURES, ELECTRICAL BOXES,SWITCHES, AND OUTLETS ON EXTERIOR WALLS.
FIREPLACE WALL AIR SEALING IS COMPLETED IN FRAMED SHAFTBEHIND THE FIREPLACE OR AT FIREPLACE SURROUND
GARAGE / LIVING SPACE WALLS AIR SEALING IS COMPLETED BETWEEN GARAGE ANDLIVING SPACE. PASS-THROUGH DOOR IS WEATHERSTRIPPED.
CANTILEVERED FLOOR CANTILEVERED FLOORS ARE AIR SEALED ANDINSULATED AT PERIMETER OR JOIST TRANSITION.
RIM JOISTS, SEAL PLATE, FOUNDATION, RIM JOISTS ARE INSULATED AND INCLUDE ANAIR-BARRIER. JUNCTION OF FOUNDATION AND SILLPLATE IS SEALED. PENETRATIONS THROUGH THEBOTTOM PLATE ARE SEALED. ALL LEAKS ATFOUNDATIONS, FLOOR JOISTS, AND FLOORPENETRATIONSS ARE SEALED. EXXPOSED EARTH INCRAWLSPACE IS COVERED WITH CLASS 1 VAPORRETARDER OVERLAPPED AND TAPED AT SEAMS.
AND FLOOR
WINDOWS AND DOORS SPACE BETWEEN WINDOW/ DOOR JAMBS ANDFRAMING IS SEALED.
COMMON WALLS BETWEEN ATTACHED THE GAP BETWEEN A GYPSUM SHAFT WALL (I.E.COMMON WALL) AND THE STRUCTURAL FRAMINGBETWEEN UNITS IS SEALED.
DWELLING UNITS
1 1/4" = 1'INTERIOR KITCHEN ELEVATIONS
K-118-4ANTIQUEFAUCETSBRASS
FIN. FLR.
FINISHEDCLG.
VENTILATION CALCULATIONS:
CRAWL SPACE (2,483 SQ. FT.)PROVIDE MIN. (40) NEW 15" x 4" *VENTS (.42 SQ. FT. EA.) AT NEW CRAWL SPACE
(2,483 ÷150 = 16.56 SQ. FT. OF REQUIRED VENTILATION -- 16.8 SQ. FT. PROVIDED)
IF GROUND SURFACE IS COVERED BY CLASS 1 VAPOR RETARDER (R408.1):PROVIDE MIN (4) NEW 15"X4" VENTS (.42 SQ. FT. EA.) AT NEW CRAWL SPACE (2,483 ÷1500 = 1.66 SQ. FT. OF REQUIRED VENTILATION -- 1.68 SQ. FT. PROVIDED)
FINISHEDCLG.
ISLANDFIN. FLR.E
E
VIEW "AA"
K-118-4ANTIQUEFAUCETSBRASS
FINISHEDCLG.
ISLAND FIN. FLR.
VIEW "BB"FIN. FLR.
FINISHEDCLG.
ISLAND
VIEW "CC"
VIEW "DD"
COUNT
FIRST FLOORSIZE
CASEMENT
NOTES3036
WINDOW SCHEDULE
4FIXED30208
4
OPERATION
30562 4050 FIXED
SECOND FLOORFIXED20162
2 20208 3050 CASEMENT
2-30204
HALF STORY263030304
CASEMENT
EGRESS WINDOW
4
FIXED
CASEMENT
FIXED
CASEMENT
FOUND. WALL/ R-10.0
30202 FIXED
2
1
TEMPERED
WINDOWS / U 0.32
JOIST/ TRUSS OVEROUTSIDE AIR / R-30.0
CEILINGS &ROOFS / R-38.0
3
CO
PYRI
GHT
201
8IF
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
101017
NO
RTH
WO
LFF
TOW
NHO
MES
NEW
TO
NW
HOM
ES13
23 N
. WO
LFF
STRE
ETD
ENV
ER, C
OLO
RAD
O
01.17.18 PERMIT SUBMITTAL JK
03.06.18 REVISION 1 JW
03.26.18 REVISION 2 JW
3 05.17.18REVISION 3 JK
1
2
PRO
JEC
T N
OTE
S 2
A5.1
A B C D
1
1.2
2
3
3.2
CRAWLSPACE
ACCESS
CRAWLSPACE
ACCESS
GREAT RM.KITCHEN
DINING
ENTRY
PDR.
KITCHEN
DINING
GREAT RM.
PDR.
ENTRY
KITCHEN
KITCHEN
DINING
DINING
GREAT RM.
GREAT RM.
ENTRY
ENTRY
GFCI
GFCIGFCI
GFCI
GFC
I
GFC
I
GFC
I
GFC
I
REFER.PWR.
RANGEPWR.
DWPWR.
RANGEPWR.
DWPWR.
REFER.PWR.
C
C
C
C
REFER.PWR.
RANGEPWR.
DWPWR.
RANGEPWR.
DWPWR.
REFER.PWR.
GFC
I
GFC
I
GFC
I
GFC
I
GFCI
GFCI
GFCI
GFCI
GFCI
GFCI
GFCI
GFCI
WP
WP
GFC
IG
FCI
WP
WP
SSWP
WP
WP
WP
SS
SSSS
WP
WP
WP
WP
SS
S
SSS
S
SS3
UP TOFIXTURE
S
S
SS
SS
SSS
S3
UP TOFIXTURE
S
SS
3
SS
SS
SS
SSS
S3
S
SS S
UP TOFIXTURE
UP TOFIXTURE
S
S
FURN.
G.W.H.
UNIT 101:FURNACE ANDGAS WATERHEATER WITHINMECH. RM.UNDER FLOOR
G.W.H.
FURN.
UNIT 104:FURNACE ANDGAS WATERHEATER WITHINMECH. RM.UNDER FLOOR
1323-#101
1317-#104
1321-#102
G.W.H. FURN.UNIT 102:
FURNACE ANDGAS WATERHEATER WITHINMECH. RM.UNDER FLOOR
FURN. G.W.H.
UNIT 103:FURNACE ANDGAS WATERHEATER WITHINMECH. RM.UNDER FLOOR
1319-#103
1 1/4"=1'-0"FIRST FLOOR ELECTRICAL PLAN N
ORT
H
#103GARAGE
#104GARAGE
#101GARAGE
#102GARAGE
B2
GENERAL NOTES:
1. ALL LIGHTING IS INCANDESCENT, U.O.N.2. REINFORCE ALL CEILING-MOUNT ELECTRICAL BOXES FOR SURFACE-MOUNT LIGHT
FIXTURES TO ACCOMMODATE FUTURE CEILING FAN INSTALLATION.3. ALL OUTLETS IN KITCHEN/BATH(S) LABELED WITH GFCI PROTECTION 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. A5.0 & A5.1 FOR ADDITIONAL ELECTRICAL NOTES.7. REF. ELECTRICAL ONE-LINE DIAGRAM BY OTHERS.
GFCI
S
WP
X
ELECTRICAL LEGEND
110V DUPLEX OUTLET
110V CELING OUTLET220V DEDICATED OUTLET
SURFACE-MOUNTED INCANDESCENT FIXTURE DISPOSAL
EXHAUST FANEXHAUST FAN / RECESSED LIGHT FIXTURE
GROUND FAULT CIRCUIT INTERRUPT DESIGNATIONRECESSED LIGHT FIXTURESMOKE DETECTORSMOKE/CARBON MONOXIDE DETECTOR COMBO (PER DBCA R315.6)SWITCH w/ TYPE DESIGNATION
PENDANT LIGHT FIXTUREWALL-MOUNT LIGHT FIXTUREWEATHERPROOF HOUSING
C
CO
PYRI
GHT
201
8IF
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
101017
NO
RTH
WO
LFF
TOW
NHO
MES
NEW
TO
NW
HOM
ES13
23 N
. WO
LFF
STRE
ETD
ENV
ER, C
OLO
RAD
O
01.17.18 PERMIT SUBMITTAL JK
03.06.18 REVISION 1 JW1
FIRS
T FL
OO
R EL
ECTR
ICA
L PL
AN
E1.0
A B C DC2B2
1
2
3.2
1.1
3.1
121.5
121.5
M. BEDROOMM. BATH
BATH 2
M. BEDROOMBEDROOM 2
BATH 2
MA. BATH
WIC.
WIC.WIC.
M. BEDROOM
MA. BATH
BATH 2
WIC.BEDROOM 2
WIC.WIC.
M. BATHM. BEDROOM
BATH 2
GFCI
GFCI
GFC
I
GFC
I
GFC
I
GFC
I
GFCI
GFCI
GFC
I
GFC
I
GFC
I
GFC
I
C
C
C
C
WP
WP WP WP
SS
S
S SS
SSS S 3S 3
UP TOFIXTURE
DN TOFIXTURE
S
S
SS
S
S
SSS
SS
S3S3
S
DN TOFIXTURE
UP TOFIXTURE
W/D.PWR.
WASH.PWR.
DRY.PWR.
SS
S
S SS
SSS S 3S 3
S
S
SS
S
S
SSS
SSS3 S
3 S
WASH.PWR.
DRY.PWR.
W/D.PWR.
1 1/4"=1'-0"SECOND FLOOR ELECTRICAL PLAN
NO
RTH
SLOPED ROOFBELOW
GFCI
S
WP
X
ELECTRICAL LEGEND
110V DUPLEX OUTLET
110V CELING OUTLET220V DEDICATED OUTLET
SURFACE-MOUNTED INCANDESCENT FIXTURE DISPOSAL
EXHAUST FANEXHAUST FAN / RECESSED LIGHT FIXTURE
GROUND FAULT CIRCUIT INTERRUPT DESIGNATIONRECESSED LIGHT FIXTURESMOKE DETECTORSMOKE/CARBON MONOXIDE DETECTOR COMBO (PER DBCA R315.6)SWITCH w/ TYPE DESIGNATION
PENDANT LIGHT FIXTUREWALL-MOUNT LIGHT FIXTUREWEATHERPROOF HOUSING
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 FUTURE CEILING FAN INSTALLATION.3. ALL OUTLETS IN KITCHEN/BATH(S) LABELED WITH GFCI PROTECTION 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. A5.0 & A5.1 FOR ADDITIONAL ELECTRICAL NOTES.7. REF. ELECTRICAL ONE-LINE DIAGRAM BY OTHERS.
CO
PYRI
GHT
201
8IF
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
101017
NO
RTH
WO
LFF
TOW
NHO
MES
NEW
TO
NW
HOM
ES13
23 N
. WO
LFF
STRE
ETD
ENV
ER, C
OLO
RAD
O
01.17.18 PERMIT SUBMITTAL JK
03.06.18 REVISION 1 JW1
SEC
ON
D F
LOO
R EL
ECTR
ICA
L PL
AN
E1.1
A B C DC2B2
1
2
3.2
1.1
3.1
2.2
1.2
C3
BEDROOM 3
BEDROOM 3
ROOF DECK ROOF DECK
ROOF DECK ROOF DECK
SLOPED ROOFBELOW BEDROOM 3
WP
GFC
I
WP
GFCI
CC
C C
WP
GFC
I WP WPWPWPWP
S
S S
S3
DN TOFIXTURE
DN TOFIXTURE
S
S S
S3
DN TOFIXTURE
DN TOFIXTURE
WPWP WP WP WP WP
WP
GFCI
GFC
I
WP
GFC
I1 1/8"=1'-0"
THIRD FLOOR ELECTRICAL PLAN NO
RTH
CA
NO
PY B
ELO
WC
AN
OPY
BEL
OW
S3
S SS
S3S SS
GFCI
S
WP
X
ELECTRICAL LEGEND
110V DUPLEX OUTLET
110V CELING OUTLET220V DEDICATED OUTLET
SURFACE-MOUNTED INCANDESCENT FIXTURE DISPOSAL
EXHAUST FANEXHAUST FAN / RECESSED LIGHT FIXTURE
GROUND FAULT CIRCUIT INTERRUPT DESIGNATIONRECESSED LIGHT FIXTURESMOKE DETECTORSMOKE/CARBON MONOXIDE DETECTOR COMBO (PER DBCA R315.6)SWITCH w/ TYPE DESIGNATION
PENDANT LIGHT FIXTUREWALL-MOUNT LIGHT FIXTUREWEATHERPROOF HOUSING
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 FUTURE CEILING FAN INSTALLATION.3. ALL OUTLETS IN KITCHEN/BATH(S) LABELED WITH GFCI PROTECTION 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. A5.0 & A5.1 FOR ADDITIONAL ELECTRICAL NOTES.7. REF. ELECTRICAL ONE-LINE DIAGRAM BY OTHERS.
CO
PYRI
GHT
201
8IF
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
101017
NO
RTH
WO
LFF
TOW
NHO
MES
NEW
TO
NW
HOM
ES13
23 N
. WO
LFF
STRE
ETD
ENV
ER, C
OLO
RAD
O
01.17.18 PERMIT SUBMITTAL JK
03.06.18 REVISION 1 JW1
THIR
D F
LOO
R EL
ECTR
ICA
L PL
AN
E1.2