ZONING DESIGNATION ................... G-RH-3BUILDING FORM ..............................DUPLEXOCCUPANCY GROUP .................... IRC TOWNHOMESCONSTRUCTION TYPE ...................... V-B, NON-SPRINKLEREDMINIMUM ZONE LOT WIDTH ............ 25'-0" / 25'-0" EXISTINGMIN. LOT SIZE ................................... 3000 S.F. / 3125 S.F. EXISTG.
SETBACKS ..........................................
MAXIMUM NUMBER OF STORIES ...... 3 FRONT 80% / 1 REAR 20%MAXIMUM BUILDING HEIGHT .........30' FRONT 80% / 19' REARBASE PLANES ....................
LOT COVERAGE ............................. 50% MAX. / 49.6% (SEE BELOW)
FRONT: 25'-0" (BLOCK SENSITIVE)
SIDE INTERIOR: 3'-0"REAR: ALLEY 12'-0"
ZONING INFORMATION:
DESIGN FEATURES ............................. ENTRY FEATURE (FROM PRIMARY STREET)
SETBACKS ..........................................SIDE INTERIOR: 0'-0" (LOCATED W/IN REAR 35%)REAR: ALLEY 5'-0"
MAX. STORIES ......................................... 1MAX. BLDG. HEIGHT ...............................17'
ATTACHED GARAGE
SIDE WALL HT. OF PITCHED ROOF WITHIN 15' OF SIDE INTER. LOT LINE ...................... 25'UPPER SETBACK OF FLAT ROOFABOVE 25' AT SIDE INTERIOR .................... 15'
NO SCALE
VICINITY MAP2 N
ORT
H
LOCATIONPROJECT
DRAWING INDEXA0.0.......... SITE PLAN & PROJECT DATA
A1.0 ......... BASEMENT FLOOR PLANA1.1.......... FIRST FLOOR PLANA1.2 ......... SECOND FLOOR PLAN
A2.0 ......... EXTERIOR ELEVATIONS 1
A3.0 ......... BUILDING SECTIONS 1 A3.1 ......... STAIR SECTIONS & DETAILSA4.0 ..........BUILDING DETAILS 1A4.1 .......... BUILDING DETAILS 2A5.0 ......... PROJECT NOTES 1A5.1 ......... PROJECT NOTES 2E1.0 .......... BASEMENT & FIRST LEVEL ELECTRICAL PLANE1.1 .......... SECOND & THIRD ELECTRICAL PLANSTRUCTURAL ENGINEER DRAWINGSS-1 .......... FOUNDATION PLANS-2 .......... DETAILS/GENERAL NOTESF-1 .......... FIRST FLOOR FRAMING PLANF-2 .......... SECOND FLOOR FRAMING PLANS
CODE COMPLIANCE :
THIS PROJECT SHALL COMPLY WITH THE 2015INTERNATIONAL RESIDENTIAL CODE, 2015 INTERNATIONALFUEL GAS CODE, 2015 INTERNATIONAL MECHANICALCODE, 2015 INTERNATIONAL PLUMBING CODE, 2017NATIONAL ELECTRICAL CODE, 2015 INTERNATIONALENERGY CONSERVATION CODE, AND 2016 DENVERBUILDING CODE AMENDMENTS.
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.
LOT COVERAGE CALCULATIONS (SQ. FT.):
LOT SIZE ........................................................................................ 3,125 SFLOT COVERAGE FOOTPRINT (INCLUDES ALL PROJECTIONS & TO EXTERIOR FINISH) (1,109 S.F. FIRST LEVEL + 441 S.F. GARAGE) .............. 1,550 SFNEW LOT COVERAGE -- FOOTPRINT (1,550 ÷ 3,125) ................ 49.6% (50.0% MAX.)
SPLASH BLOCKS (AT DOWNSPOUTS
BLOCKS TO POINTS AT A MIN. 5'-0"AWAY FROM STRUCTURE
DRAINAGE DIRECTION (SLOPE TO DRAIN MIN. 2%)
SHALL DISCHARGE TO 24" SPLASH
MAY FOLLOW DETACHED GARAGE ZONINGSIDE INTERIOR AND REAR SETBACKS
(NEAREST ADJACENT NEIGHBOR AT 25.0' DISTANCE, NEIGHBOR AT 1370 ZENOBIA IS LESS THAN 20'-0" AND REMOVED FROM R.Z.L. CALCULATION PER SECT. 13.1.5.3.2B)
NO BULK PLAN REQUIREMENTS
(UNIT AREAS):1st FLR.COND. SPACE
2nd FLOORCOND. SPACE COND. SPACE
3rd FLOORCOND. SPACETOTAL
1,944 SQ. FT.
GARAGE
1,944 SQ. FT.
ADDRESS1382
BASEMENTCOND. SPACE
398 SQ. FT.398 SQ. FT.
517 SQ. FT.517 SQ. FT.
221 SQ. FT.221 SQ. FT. A1.3 ......... THIRD FLOOR PLAN
A1.4 ......... ROOF PLAN
A2.1 ......... EXTERIOR ELEVATIONS 2ARCHITECT 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
PROJECT OWNER:DENVER DEVELOPMENT GROUP
4433 TENNYSON STREETDENVER, COLORADO 80212(720) 404-2786
KEITH GALLEGOS
DW
DW
E IA1
1
2
3
4
J
5
B FD HC GA
11/8"=1'-0"SITE PLAN
NO
RTH
125.0'PROPERTY LINE
125.0'PROPERTY LINE
PRO
PERT
Y LI
NE
25.0
'
ELEV.REF. SURVEY
5356.68'
5' S
IDEW
ALK
ZEN
OBI
A S
TREE
T
PRO
PERT
Y LI
NE
25.0
'
15' A
LLEY
ELEV.REF. SURVEY
5357.18' REAR 20%FRONT 80% ELEV.REF. SURVEY
5355.1'
ELEV.REF. SURVEY
5356.56'ELEV.REF. SURVEY
5356.82'
ELEV.REF. SURVEY
5354.99'
1370 ZENOBIAADJACENT NEIGHBOR
19.0'
1360 ZENOBIA
(OUTLIER)
25.0'
ROO
F
ABO
VE
BUMP OUTABOVE
ROO
F
ABO
VE
UNIT 1
UNIT 2
THIS PROJECT SHALL COMPLY WITH THE PRESCRIPTIVEPERFORMANCE ALTERNATIVE COMPLIANCE WITH UATRADE OFF METHOD WITHIN THE REQUIRED CODEANALYSIS PER IECC SECTION R401-404/ IRC SECT.N1101.14 THRU N1104.
SURVEYOR CERTIFICATION:I, KARL W. FRANKLIN, A REGISTERED LAND SURVEYOR IN THESTATE OF COLORADO, DO HEREBY CERTIFY THAT THE SURVEYFOR THE ZENOBIA DUPLEX PROJECT WAS MADE UNDER MYSUPERVISION AND THE ACCOMPANYING PLAN ACCURATELYAND PROPERLY SHOWS SAID SURVEY.
FRONT PORCH LOT COVERAGE EXEMPTION:PER SECTION 4.3.7.5 NEW FRONT PORCH (30 SQ. FT.) IS EXEMPT FROM INCLUSION IN LOT COVERAGE CALCULATION.
FRONT PORCH FRONT SETBACK ENCROACHMENT:PER SECTION 4.3.7.4 NEW FRONT PORCH ALLOWED TO ENCROACH INTO FRONT SETBACK A MAXIMUM OF 8'-0" (3'-0" PROVIDED)
EGRESS WINDOW WELL SIDE SETBACK ENCROACHMENT:PER SECTION 4.3.7.4 NEW SIDE EGRESS WINDOW WELL ALLOWED TO ENCROACH 3'-0" INTO SIDE SETBACKS. (2'-8" PROVIDED)
25.0'
1390 ZENOBIAADJACENT NEIGHBOR
PROTECTEDEAVE ABOVE
25.0
'
PROTECTEDEAVE ABOVE
VACANT NEIGHBORING LOT
F-3 .......... THIRD FLOOR/ROOF FRAMING PLANS
540 SQ. FT.540 SQ. FT.
489 SQ. FT.489 SQ. FT.1384
ZENOBIA
ZENOBIA
1388 ZENOBIA
1382 ZENOBIA
1384 ZENOBIAGARAGE
GARAGE
5357.0' (ROUND, THEN AVERAGE OF 5357.18 + 5356.82')FRONT:
A/C UNIT AT 3RDFL. ABOVE, SEE PLANS
A/C UNIT AT 3RDFL. ABOVE, SEE PLANS
1384
1382
5355.0' (ROUND, THEN AVERAGE OF 5355.1 + 5354.99')REAR:
LOTS 33-34; BLOCK 1; McDOWELL SUBDIVISION; CITY OF DENVER;COUNTY OF DENVER; STATE OF COLORADO.LOT AREA = 6,258.32 SF (+/-0.144AC)
LEGAL DESCRIPTION:
SETBACK INDICATION
DOWNSPOUT
NEW STRUCTURE
PROTECTED EAVE
PROPERTY BOUNDARY I.L.L. IMAGINARY LOT LINE
(SEE DETAIL 6/A4.0)
A0.1.......... SUDP
ZENOBIA STREET DUPLEX 3 -STORY DUPLEX
1382-1384 ZENOBIA ST.DENVER, COLORADO
(DUPLEX BUILDING FORM)
SITE
PLA
NPR
OJE
CT
DA
TA
A0.0
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
030818
N
EW 3
STO
RY D
UPLE
X
DEN
VER
, CO
LORA
DO
BLDG. SUBM. JW12.20.18
N. Z
ENO
BIA
DUP
LEX
1382
-138
4 ZE
NO
BIA
STR
EET
ZONING DESIGNATION ................... G-RH-3BUILDING FORM ..............................DUPLEXOCCUPANCY GROUP .................... IRC TOWNHOMESCONSTRUCTION TYPE ...................... V-B, NON-SPRINKLEREDMINIMUM ZONE LOT WIDTH ............ 25'-0" / 25'-0" EXISTINGMIN. LOT SIZE ................................... 3000 S.F. / 3125 S.F. EXISTG.
SETBACKS ..........................................
MAXIMUM NUMBER OF STORIES ...... 3 FRONT 80% / 1 REAR 20%MAXIMUM BUILDING HEIGHT .........30' FRONT 80% / 19' REARBASE PLANES ....................
LOT COVERAGE ............................. 50% MAX. / 49.6% (SEE BELOW)
FRONT: 25'-0" (BLOCK SENSITIVE)
SIDE INTERIOR: 3'-0"REAR: ALLEY 12'-0"
ZONING INFORMATION:
DESIGN FEATURES ............................. ENTRY FEATURE (FROM PRIMARY STREET)
SETBACKS ..........................................SIDE INTERIOR: 0'-0" (LOCATED W/IN REAR 35%)REAR: ALLEY 5'-0"
MAX. STORIES ......................................... 1MAX. BLDG. HEIGHT ...............................17'
ATTACHED GARAGE
SIDE WALL HT. OF PITCHED ROOF WITHIN 15' OF SIDE INTER. LOT LINE ...................... 25'UPPER SETBACK OF FLAT ROOFABOVE 25' AT SIDE INTERIOR .................... 15'
NO SCALE
VICINITY MAP2 N
ORT
H
LOCATIONPROJECT
DRAWING INDEXA0.0.......... SITE PLAN & PROJECT DATA
A1.0 ......... BASEMENT FLOOR PLANA1.1.......... FIRST FLOOR PLANA1.2 ......... SECOND FLOOR PLAN
A2.0 ......... EXTERIOR ELEVATIONS 1
A3.0 ......... BUILDING SECTIONS 1 A3.1 ......... STAIR SECTIONS & DETAILSA4.0 ..........BUILDING DETAILS 1A4.1 .......... BUILDING DETAILS 2A5.0 ......... PROJECT NOTES 1A5.1 ......... PROJECT NOTES 2E1.0 .......... BASEMENT & FIRST LEVEL ELECTRICAL PLANE1.1 .......... SECOND & THIRD ELECTRICAL PLANSTRUCTURAL ENGINEER DRAWINGSS-1 .......... FOUNDATION PLANS-2 .......... DETAILS/GENERAL NOTESF-1 .......... FIRST FLOOR FRAMING PLANF-2 .......... SECOND FLOOR FRAMING PLANS
CODE COMPLIANCE :
THIS PROJECT SHALL COMPLY WITH THE 2015INTERNATIONAL RESIDENTIAL CODE, 2015 INTERNATIONALFUEL GAS CODE, 2015 INTERNATIONAL MECHANICALCODE, 2015 INTERNATIONAL PLUMBING CODE, 2017NATIONAL ELECTRICAL CODE, 2015 INTERNATIONALENERGY CONSERVATION CODE, AND 2016 DENVERBUILDING CODE AMENDMENTS.
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.
LOT COVERAGE CALCULATIONS (SQ. FT.):
LOT SIZE ........................................................................................ 3,125 SFLOT COVERAGE FOOTPRINT (INCLUDES ALL PROJECTIONS & TO EXTERIOR FINISH) (1,109 S.F. FIRST LEVEL + 441 S.F. GARAGE) .............. 1,550 SFNEW LOT COVERAGE -- FOOTPRINT (1,550 ÷ 3,125) ................ 49.6% (50.0% MAX.)
SPLASH BLOCKS (AT DOWNSPOUTS
BLOCKS TO POINTS AT A MIN. 5'-0"AWAY FROM STRUCTURE
DRAINAGE DIRECTION (SLOPE TO DRAIN MIN. 2%)
SHALL DISCHARGE TO 24" SPLASH
W
EXIST'G. WATER METER
NEW 3/4" WATER LINE
S (APPROX. LOCATION SHOWN/ 50' EXIST'G. SANITARY SEWER MANHOLE
W
NEW 4" SAN. SEWER LINES SW/ SCHED. 40
SOUTH OF PROPERTY LINE V.I.F.)
EXIST'G GRADEEGEXIST'G GRADEFGEXIST'G E
FINISHED/ FINALFTOP OF WALLTWBOTTOM OF WALLBW
MAY FOLLOW DETACHED GARAGE ZONINGSIDE INTERIOR AND REAR SETBACKS
(NEAREST ADJACENT NEIGHBOR AT 25.0' DISTANCE, NEIGHBOR AT 1370 ZENOBIA IS LESS THAN 20'-0" AND REMOVED FROM R.Z.L. CALCULATION PER SECT. 13.1.5.3.2B)
NO BULK PLAN REQUIREMENTS
(UNIT AREAS):1st FLR.COND. SPACE
2nd FLOORCOND. SPACE COND. SPACE
3rd FLOORCOND. SPACETOTAL
1,944 SQ. FT.
GARAGE
1,944 SQ. FT.
ADDRESS1382
BASEMENTCOND. SPACE
398 SQ. FT.398 SQ. FT.
517 SQ. FT.517 SQ. FT.
221 SQ. FT.221 SQ. FT. A1.3 ......... THIRD FLOOR PLAN
A1.4 ......... ROOF PLAN
A2.1 ......... EXTERIOR ELEVATIONS 2ARCHITECT 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
PROJECT OWNER:DENVER DEVELOPMENT GROUP
4433 TENNYSON STREETDENVER, COLORADO 80212(720) 404-2786
KEITH GALLEGOS
DW
DW
E IA1
1
2
3
4
J
5
B FD HC GA
11/8"=1'-0"SITE PLAN
NO
RTH
125.0'PROPERTY LINE
125.0'PROPERTY LINE
PRO
PERT
Y LI
NE
25.0
'
ELEV.REF. SURVEY
5356.68'
5' S
IDEW
ALK
ZEN
OBI
A S
TREE
T
PRO
PERT
Y LI
NE
25.0
'
15' A
LLEY
ELEV.REF. SURVEY
5357.18' REAR 20%FRONT 80% ELEV.REF. SURVEY
5355.1'
ELEV.REF. SURVEY
5356.56'ELEV.REF. SURVEY
5356.82'
ELEV.REF. SURVEY
5354.99'
1370 ZENOBIAADJACENT NEIGHBOR
19.0'
1360 ZENOBIA
(OUTLIER)
25.0'
BUMP OUTABOVE
W
S
(N)SSSCHED. 40(N)SS(N)SS
CITY
SA
NITA
RY S
EWER
FL
OW
LIN
E
(N)W
PROPOSED 34"SERVICE LINEWITH NEWMETER PIT ANDCURB STOP
UNIT 1
UNIT 2
THIS PROJECT SHALL COMPLY WITH THE PRESCRIPTIVEPERFORMANCE ALTERNATIVE COMPLIANCE WITH UATRADE OFF METHOD WITHIN THE REQUIRED CODEANALYSIS PER IECC SECTION R401-404/ IRC SECT.N1101.14 THRU N1104.
SURVEYOR CERTIFICATION:I, KARL W. FRANKLIN, A REGISTERED LAND SURVEYOR IN THESTATE OF COLORADO, DO HEREBY CERTIFY THAT THE SURVEYFOR THE ZENOBIA DUPLEX PROJECT WAS MADE UNDER MYSUPERVISION AND THE ACCOMPANYING PLAN ACCURATELYAND PROPERLY SHOWS SAID SURVEY.
FRONT PORCH LOT COVERAGE EXEMPTION:PER SECTION 4.3.7.5 NEW FRONT PORCH (30 SQ. FT.) IS EXEMPT FROM INCLUSION IN LOT COVERAGE CALCULATION.
FRONT PORCH FRONT SETBACK ENCROACHMENT:PER SECTION 4.3.7.4 NEW FRONT PORCH ALLOWED TO ENCROACH INTO FRONT SETBACK A MAXIMUM OF 8'-0" (3'-0" PROVIDED)
EGRESS WINDOW WELL SIDE SETBACK ENCROACHMENT:PER SECTION 4.3.7.4 NEW SIDE EGRESS WINDOW WELL ALLOWED TO ENCROACH 3'-0" INTO SIDE SETBACKS. (2'-8" PROVIDED)
25.0'
1390 ZENOBIAADJACENT NEIGHBOR
PROTECTEDEAVE ABOVE
25.0
'
PROTECTEDEAVE ABOVE
VACANT NEIGHBORING LOT
F-3 .......... THIRD FLOOR/ROOF FRAMING PLANS
540 SQ. FT.540 SQ. FT.
489 SQ. FT.489 SQ. FT.1384
ZENOBIA
ZENOBIA
1388 ZENOBIA
1382 ZENOBIA
1384 ZENOBIAGARAGE
GARAGE
5357.0' (ROUND, THEN AVERAGE OF 5357.18 + 5356.82')FRONT:
1384
1382
METER PIT/CURB STOP
FL
OW
LIN
E
W
(N)W (N)W (N)W
5'-0
"
5355.0' (ROUND, THEN AVERAGE OF 5355.1 + 5354.99')REAR:
LOTS 33-34; BLOCK 1; McDOWELL SUBDIVISION; CITY OF DENVER;COUNTY OF DENVER; STATE OF COLORADO.LOT AREA = 6,258.32 SF (+/-0.144AC)
LEGAL DESCRIPTION:
SCHED. 40(N)SS(N)SS
SETBACK INDICATION
DOWNSPOUT
NEW STRUCTURE
PROTECTED EAVE
PROPERTY BOUNDARY I.L.L. IMAGINARY LOT LINE
(SEE DETAIL 6/A4.0)
A0.1.......... SUDP
ZENOBIA STREET DUPLEX 3 -STORY DUPLEX
1382-1384 ZENOBIA ST.DENVER, COLORADO
(DUPLEX BUILDING FORM)
SITE
PLA
NPR
OJE
CT
DA
TA
A0.1
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
030818
N
EW 3
STO
RY D
UPLE
X
DEN
VER
, CO
LORA
DO
BLDG. SUBM. JW12.20.18
N. Z
ENO
BIA
DUP
LEX
1382
-138
4 ZE
NO
BIA
STR
EET
SUDP
FURN
W.H
.
FURN
W.H.
S.P.
S.P.
E IA1
1
2
3
4
J
5
B FD HC GA
BEDROOM 4
CRAWLSPACE
BATH. 3
BEDROOM 4BATH. 3
2868
2868
24682-3068
2868
2868
2468
2-3068
3040 DHEGRESS
3040 DHEGRESS
1 1/4"=1'-0" BASEMENT FLOOR PLAN N
ORT
H
A3.03
A3.03
A3.01
A3.01
13
13
12
12
10
10
2
2
1
1
CRAWLSPACE
GARAGEABOVE
CRAWLSPACEACCESS
CRAWLSPACEACCESS
15
15
16
16
19
19
[email protected]"13 T @ 10"
up
up
A3.02
A3.02
UNIT 1384 UNIT 1382
[email protected]"13 T @ 10"
ATTACH ONE LAYER 5/8" TYPE 'X' GYP. BD. AT UNDERSIDE OF STAIR.
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.
RANGE w/ SELF-CLEANING OVEN, HOOD OVER.
REFRIGERATOR w/ ICE-MAKER, PER OWNER.
DOUBLE SINK w/ DISPOSAL.
FINISHED END CABINETRY.
42" HT. WALL w/ WOOD CAP.
INTERIOR RAILING, 36" HEIGHT.
VANITY.
CUSTOM SHOWER.
ONE ROD, ONE SHELF.
TWO RODS, TWO SHELVES.
PEDESTAL SINK.
STACKABLE WASHING/DRYING MACHINE PER OWNER, PROVIDE DRAIN & PAN.
MECHANICAL HEATING UNIT, PROVIDE FLR. DRAIN, SIZE PER CONTRACTOR.
ROOF SCUPPER
1
2
3
4
5
6
7
8
9
10
11
14
15
16
17
13
INTERIOR KEY NOTES:
WATER HEATER. SIZE PER CONTRACTOR
INTERIOR STAIR - 36" MIN. CLEAR STAIRWAY WIDTH. SEE BLDG. SECTIONS.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.
CRAWL SPACE ACCESS
12
18
19
CUSTOM CLOSET DRAWERS/SHELVING20
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 A4.1 FOR DETAILS.8. SEE SHT. A5.0 & A5.1 FOR ADDITIONAL PROJECT NOTES & ABBREVIATION TRANSLATIONS.
WINDOWS (IRC SECT. R308.4.6/.7):WINDOWS SHALL HAVE SAFETY GLAZING WHEN LOCATED LESS THAN 36" ABOVE THE PLANEOF WALKING SURFACE AT STAIRS, LANDINGS OR RAMPS.
WINDOWS SHALL HAVE SAFETY GLAZING WHEN LOCATED AT THE BOTTOM OF A STAIR WHEREGLAZING IS LOCATED LESS THAN 36" ABOVE THE LANDING AND WITHIN A 60" HORIZONTALARC LESS THAN 180 DEGREES FROM THE BOTTOM TREAD NOSING.
SEE SHEET A5.0 FOR WINDOW SAFETY GLAZING AND FALL PROTECTION REQUIREMENTS.
DOOR LABEL DESCRIPTION:
EXAMPLE: 6068 = 6 0 6 8
6'-0" WIDE 6'-8" TALL
INDICATES AREA OPEN TO ABOVE
BASE
MEN
T FL
OO
R PL
AN
A1.0
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
030818
N
EW 3
STO
RY D
UPLE
X
DEN
VER
, CO
LORA
DO
BLDG. SUBM. JW11.19.18
N. Z
ENO
BIA
DUP
LEX
1382
-138
4 ZE
NO
BIA
STR
EET
BLDG. PERMIT JW9.13.18
1 1/4"=1'-0" FIRST FLOOR PLAN N
ORT
H
GAS F/P
LIVING
8068 SGD
4646 FIXED
2868
2868
2868
13 T @ 10"
ENTRY
KITC
HEN
A3.03
A3.03
A3.01
A3.01
1F
2F
7F
DW
DW
2868
GAS F/P
3040 FXD
E IA1
1
2
3
4
J
5
B FD HC GA
up dn
LIVING
ENTRY
KITC
HEN
up dn DINING
8068 SGD
3040 FXD
2-3020 CSM 2-3020 CSM 2-3620 CSM
2-3020 CSM 2-3020 CSM 2-4020 CSM
DINING
1
1
2
2
3
3
4
4
5
5
6
6
7
7
8
8
2F
3F2F 3F
3F 7F
3F
1F 1F
3F
3F
1F 3F
3F
PROJECTEDWINDOWABOVE
AAA5.1
AAA5.1
BB
A5.1
BB
A5.1
A4.01b
A4.11
A4.14
A4.14
[email protected]"13 T @ 10"
TEMP.
TEMP.
TEMP.
TEMP.
TEMP.
TEMP.
TEMP.
WINDOWWELL
WINDOWWELL
CONC. LANDING
CONC. LANDING
A3.02
A3.02
A4.14
A4.02
A4.14
A4.14
A4.14
ZENOBIA
ZENOBIA
1384
1382
[email protected]"13 T @ 10"
[email protected]"13 T @ 10"
1384 GARAGE
1382 GARAGE
UNIT 1384 UNIT 1382
ATTACH ONE LAYER 5/8" TYPE 'X' GYP. BD. AT UNDERSIDE OF STAIR.
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.
RANGE w/ SELF-CLEANING OVEN, HOOD OVER.
REFRIGERATOR w/ ICE-MAKER, PER OWNER.
DOUBLE SINK w/ DISPOSAL.
FINISHED END CABINETRY.
42" HT. WALL w/ WOOD CAP.
INTERIOR RAILING, 36" HEIGHT.
VANITY.
CUSTOM SHOWER.
ONE ROD, ONE SHELF.
TWO RODS, TWO SHELVES.
PEDESTAL SINK.
STACKABLE WASHING/DRYING MACHINE PER OWNER, PROVIDE DRAIN & PAN.
MECHANICAL HEATING UNIT, PROVIDE FLR. DRAIN, SIZE PER CONTRACTOR.
ROOF SCUPPER
1
2
3
4
5
6
7
8
9
10
11
14
15
16
17
13
INTERIOR KEY NOTES:
WATER HEATER. SIZE PER CONTRACTOR
INTERIOR STAIR - 36" MIN. CLEAR STAIRWAY WIDTH. SEE BLDG. SECTIONS.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.
CRAWL SPACE ACCESS
12
18
19
CUSTOM CLOSET DRAWERS/SHELVING20
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 A4.1 FOR DETAILS.8. SEE SHT. A5.0 & A5.1 FOR ADDITIONAL PROJECT NOTES & ABBREVIATION TRANSLATIONS.
WINDOWS (IRC SECT. R308.4.6/.7):WINDOWS SHALL HAVE SAFETY GLAZING WHEN LOCATED LESS THAN 36" ABOVE THE PLANEOF WALKING SURFACE AT STAIRS, LANDINGS OR RAMPS.
WINDOWS SHALL HAVE SAFETY GLAZING WHEN LOCATED AT THE BOTTOM OF A STAIR WHEREGLAZING IS LOCATED LESS THAN 36" ABOVE THE LANDING AND WITHIN A 60" HORIZONTALARC LESS THAN 180 DEGREES FROM THE BOTTOM TREAD NOSING.
SEE SHEET A5.0 FOR WINDOW SAFETY GLAZING AND FALL PROTECTION REQUIREMENTS.
EXTERIOR FINISH KEY NOTES:METAL PANEL SYSTEM
BRICK VENEER
ROOF DECK WITH TEMP. GLASS RAILING
1
2
3
4
6
7
5
F
F
F
F
F
F
F
COMPOSITION SHINGLE ROOF
ROOF PARAPET, MIN. 36" HT.
SHADING DEVICE (PER ZONING SECT. 4.3.7.4)
3-COAT STUCCO
8F 2' X 1' TILE CLADDING
9F METAL RAILING
10F DOWNSPOUT
INDICATES AREA OPEN TO ABOVE
INDICATES UPPER LEVELCANOPIES/CANTILEVER ABOVE
FRONTN. WALL WINDOW OPENING CALCS.
TOTAL WINDOW OPENINGSREAR
TOTAL WALL AREAOPENING PERCENTAGE
(25% MAX.)
S. WALL WINDOW OPENING CALCS.
TOTAL WINDOW OPENINGSTOTAL WALL AREAOPENING PERCENTAGE
UNIT:
FRONT REARUNIT:
(25% MAX.)
(25% MAX.) (25% MAX.)
N/A116 SQ. FT.915 SQ. FT.
12.6%
123 SQ. FT.947 SQ. FT.
12.9%N/A
DOOR LABEL DESCRIPTION:
EXAMPLE: 6068 = 6 0 6 8
6'-0" WIDE 6'-8" TALL
1 HR. RATED WALL ASSEMBLY, (SEE DETAIL 4, A4.1)
2 HR. RATED DEMISING WALL ASSEMBLY (SEE DETAIL 1 & 1b A4.0)
RATED WALL LEGEND:
FIRS
T LE
VEL
FLO
OR
PLA
N
A1.1
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
030818
N
EW 3
STO
RY D
UPLE
X
DEN
VER
, CO
LORA
DO
BLDG. SUBM. JW11.19.18
N. Z
ENO
BIA
DUP
LEX
1382
-138
4 ZE
NO
BIA
STR
EET
3040 FXD
1
2
E IA1
1
2
3
4
J
5
B FD HC GA
0" O
H.0"
OH.
124
124
0" O
H.
4" OH.
0" O
H.
dn
up dn M. BEDROOM
M. BATH
PWDRW/D
DECK
M. BEDROOM
M. BATH
PWDRW/D
DECK4646 FIXED
3040 FXD
3040 FXD 6016 FXD
3040 FXD 6016 FXD
3050 CSM 3030 CSM 2-4020 CSM
3030 CSM 2-4020 CSM
1 1/4"=1'-0" SECOND FLOOR PLAN
3050 CSM
up2468
2468
6068 SGD.
6068 SGD.2468
2868
2868
2668
2668
2468
1
1
1 1
1
8
8
F
F
F
F
F
2F
2F
2F
1
1
2
2
8
8
3
3
14
14
9
9
10
10
13
13
6F
PROJECTEDWINDOW
A3.03
A3.03
A3.01
A3.01
NO
RTH
A4.01
A4.14
A4.14
GARAGE ROOF [email protected]"13 T @ 10"
[email protected]"13 T @ 10"
TEMP.
TEMP.
TEMP.
A4.17
20
20
A3.02
A3.02
-3"
-3"
A4.01b
A4.14
A4.011
A4.011
[email protected]"13 T @ 10"
[email protected]"13 T @ 10"
UNIT 1384 UNIT 1382
ATTACH ONE LAYER 5/8" TYPE 'X' GYP. BD. AT UNDERSIDE OF STAIR.
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.
RANGE w/ SELF-CLEANING OVEN, HOOD OVER.
REFRIGERATOR w/ ICE-MAKER, PER OWNER.
DOUBLE SINK w/ DISPOSAL.
FINISHED END CABINETRY.
42" HT. WALL w/ WOOD CAP.
INTERIOR RAILING, 36" HEIGHT.
VANITY.
CUSTOM SHOWER.
ONE ROD, ONE SHELF.
TWO RODS, TWO SHELVES.
PEDESTAL SINK.
STACKABLE WASHING/DRYING MACHINE PER OWNER, PROVIDE DRAIN & PAN.
MECHANICAL HEATING UNIT, PROVIDE FLR. DRAIN, SIZE PER CONTRACTOR.
ROOF SCUPPER
1
2
3
4
5
6
7
8
9
10
11
14
15
16
17
13
INTERIOR KEY NOTES:
WATER HEATER. SIZE PER CONTRACTOR
INTERIOR STAIR - 36" MIN. CLEAR STAIRWAY WIDTH. SEE BLDG. SECTIONS.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.
CRAWL SPACE ACCESS
12
18
19
CUSTOM CLOSET DRAWERS/SHELVING20
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 A4.1 FOR DETAILS.8. SEE SHT. A5.0 & A5.1 FOR ADDITIONAL PROJECT NOTES & ABBREVIATION TRANSLATIONS.
WINDOWS (IRC SECT. R308.4.6/.7):WINDOWS SHALL HAVE SAFETY GLAZING WHEN LOCATED LESS THAN 36" ABOVE THE PLANEOF WALKING SURFACE AT STAIRS, LANDINGS OR RAMPS.
WINDOWS SHALL HAVE SAFETY GLAZING WHEN LOCATED AT THE BOTTOM OF A STAIR WHEREGLAZING IS LOCATED LESS THAN 36" ABOVE THE LANDING AND WITHIN A 60" HORIZONTALARC LESS THAN 180 DEGREES FROM THE BOTTOM TREAD NOSING.
SEE SHEET A5.0 FOR WINDOW SAFETY GLAZING AND FALL PROTECTION REQUIREMENTS.
EXTERIOR FINISH KEY NOTES:METAL PANEL SYSTEM
BRICK VENEER
ROOF DECK WITH TEMP. GLASS RAILING
1
2
3
4
6
7
5
F
F
F
F
F
F
F
COMPOSITION SHINGLE ROOF
ROOF PARAPET, MIN. 36" HT.
SHADING DEVICE (PER ZONING SECT. 4.3.7.4)
3-COAT STUCCO
8F 2' X 1' TILE CLADDING
9F METAL RAILING
10F DOWNSPOUT
INDICATES AREA OPEN TO ABOVE
VENTILATION CALCULATIONS:
PITCHED ROOF ATTIC SPACE (441 SQ. FT.) (441÷150 = 2.94 SQ. FT. OF REQUIRED VENTILATION
PROVIDE MIN. (2) 16"x8" EYEBROW VENTS (0.89 SQ. FT. EA.)= 1.78 SQ. FT. LOCATE VENTS 3'-0" VERTICALLY ABOVE THE HOUSE PLATE LINE:
NOTE: SEE FOR VENT DETAIL.A4.111
1.47 SQ. FT. VENTILATION REQUIRED AT HIGH PORTION OF ROOF:
GARAGE ROOF
PROVIDE MIN. (2) 16"x8" EYEBROW VENTS (0.89 SQ. FT. EA.)= 1.78 SQ. FT. 1.47 SQ. FT. VENTILATION REQUIRED AT HIGH PORTION OF ROOF:
HATCH INDICATES CANOPIESBELOWROOF EAVE VENT
LEGEND
ROOF EYEBROW VENT
DOOR LABEL DESCRIPTION:
EXAMPLE: 6068 = 6 0 6 8
6'-0" WIDE 6'-8" TALL
1 HR. RATED WALL ASSEMBLY, (SEE DETAIL 4, A4.1)
2 HR. RATED DEMISING WALL ASSEMBLY (SEE DETAIL 1 & 1b A4.0)
RATED WALL LEGEND:
SEC
ON
D L
EVEL
FLO
OR
PLA
N
A1.2
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
030818
N
EW 3
STO
RY D
UPLE
X
DEN
VER
, CO
LORA
DO
BLDG. SUBM. JW11.19.18
N. Z
ENO
BIA
DUP
LEX
1382
-138
4 ZE
NO
BIA
STR
EET
E IA1
1
2
3
4
J
5
B FD HC GA
3050 CSM 2030 CSM
3050 CSM 2030 CSM
4646 FIXED
3020 FXD
3020 FXD
3040 CSM 3040 CSM 3040 CSM
3040 CSM 3040 CSM 3040 CSM
6068
SG
D.
6068
SG
D.
EGRESS
EGRESS
dn
dn
2668
2668
2668
2-1668
2-2068 2-2068
1F
1F
1F
1F
1F
1F
2F
1F
3F3F
2668
2668
2668
2-1668
2-2068 2-2068
8F
8F
8
10
11
12
13
8
11
13
2
2
3
3
BEDROOM 2
BEDROOM 3
BATH. 2
BATH. 2
BEDROOM 2
BEDROOM 3
DEC
K
DEC
K
GARAGE ROOF BELOW
PROJECTEDWINDOW
1 1/4"=1'-0" THIRD FLOOR PLAN
A3.03
A3.03
A3.01
A3.01
NO
RTH
A4.07
A4.07
A4.14
A4.14
17
17
18
18
[email protected]"13 T @ 10"
TEMP.
A3.02
A3.02
A4.16
A4.16
13 T @ 10"
UNIT 1384 UNIT 1382
ATTACH ONE LAYER 5/8" TYPE 'X' GYP. BD. AT UNDERSIDE OF STAIR.
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.
RANGE w/ SELF-CLEANING OVEN, HOOD OVER.
REFRIGERATOR w/ ICE-MAKER, PER OWNER.
DOUBLE SINK w/ DISPOSAL.
FINISHED END CABINETRY.
42" HT. WALL w/ WOOD CAP.
INTERIOR RAILING, 36" HEIGHT.
VANITY.
CUSTOM SHOWER.
ONE ROD, ONE SHELF.
TWO RODS, TWO SHELVES.
PEDESTAL SINK.
STACKABLE WASHING/DRYING MACHINE PER OWNER, PROVIDE DRAIN & PAN.
MECHANICAL HEATING UNIT, PROVIDE FLR. DRAIN, SIZE PER CONTRACTOR.
ROOF SCUPPER
1
2
3
4
5
6
7
8
9
10
11
14
15
16
17
13
INTERIOR KEY NOTES:
WATER HEATER. SIZE PER CONTRACTOR
INTERIOR STAIR - 36" MIN. CLEAR STAIRWAY WIDTH. SEE BLDG. SECTIONS.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.
CRAWL SPACE ACCESS
12
18
19
CUSTOM CLOSET DRAWERS/SHELVING20
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 A4.1 FOR DETAILS.8. SEE SHT. A5.0 & A5.1 FOR ADDITIONAL PROJECT NOTES & ABBREVIATION TRANSLATIONS.
WINDOWS (IRC SECT. R308.4.6/.7):WINDOWS SHALL HAVE SAFETY GLAZING WHEN LOCATED LESS THAN 36" ABOVE THE PLANEOF WALKING SURFACE AT STAIRS, LANDINGS OR RAMPS.
WINDOWS SHALL HAVE SAFETY GLAZING WHEN LOCATED AT THE BOTTOM OF A STAIR WHEREGLAZING IS LOCATED LESS THAN 36" ABOVE THE LANDING AND WITHIN A 60" HORIZONTALARC LESS THAN 180 DEGREES FROM THE BOTTOM TREAD NOSING.
SEE SHEET A5.0 FOR WINDOW SAFETY GLAZING AND FALL PROTECTION REQUIREMENTS.
EXTERIOR FINISH KEY NOTES:METAL PANEL SYSTEM
BRICK VENEER
ROOF DECK WITH TEMP. GLASS RAILING
1
2
3
4
6
7
5
F
F
F
F
F
F
F
COMPOSITION SHINGLE ROOF
ROOF PARAPET, MIN. 36" HT.
SHADING DEVICE (PER ZONING SECT. 4.3.7.4)
3-COAT STUCCO
8F 2' X 1' TILE CLADDING
9F METAL RAILING
10F DOWNSPOUT
INDICATES AREA OPEN TO ABOVE
INDICATES UPPER LEVELCANOPIES BELOW
DOOR LABEL DESCRIPTION:
EXAMPLE: 6068 = 6 0 6 8
6'-0" WIDE 6'-8" TALL
1 HR. RATED WALL ASSEMBLY, (SEE DETAIL 4, A4.1)
2 HR. RATED DEMISING WALL ASSEMBLY (SEE DETAIL 1 & 1b A4.0)
RATED WALL LEGEND:
THIR
D L
EVEL
FLO
OR
PLA
N
A1.3
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
030818
N
EW 3
STO
RY D
UPLE
X
DEN
VER
, CO
LORA
DO
BLDG. SUBM. JW11.19.18
N. Z
ENO
BIA
DUP
LEX
1382
-138
4 ZE
NO
BIA
STR
EET
1 1/4"=1'-0" ROOF PLAN N
ORT
H
E IA1
1
2
3
4
J
5
B FD HC GA
PROJECTEDWINDOW
6F
6F
126
126
126
126
ROO
F DE
CK
BELO
W
ROO
F DE
CK
BELO
W4"
OH.
4" O
H.
1'-0" OH.
4" O
H.4"
OH.
1'-0" OH.6" OH.
6" OH.
4" O
H.4"
OH.
A3.03
A3.03
A3.01
A3.01
A4.06
A4.06
GARAGE ROOF BELOW
A3.02
A3.02
UNIT 1384 UNIT 1382
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 A4.1 FOR DETAILS.8. SEE SHT. A5.0 & A5.1 FOR ADDITIONAL PROJECT NOTES & ABBREVIATION TRANSLATIONS.
HATCH INDICATES CANOPIESBELOWROOF EAVE VENT
LEGEND
ROOF EYEBROW VENT
(SEE ATTIC VENT CALCS. SHT. A5.1)
VENTILATION CALCULATIONS:
PITCHED ROOF ATTIC SPACE (988 SQ. FT.)
PROVIDE MIN. (8) 15" x 4" *VENTS (.42 SQ. FT. EA.)= 3.36 SQ. FT. PROVIDED
(988÷150 = 6.59 SQ. FT. OF REQUIRED VENTILATION
PROVIDE MIN. (4) 16"x8" EYEBROW VENTS (0.89 SQ. FT. EA.)= 3.56 SQ. FT. LOCATE VENTS 3'-0" VERTICALLY ABOVE THE HOUSE PLATE LINE:
NOTE: SEE FOR VENT DETAIL.A4.111
3.29 SQ. FT. VENTILATION REQUIRED AT EAVES :
3.29 SQ. FT. VENTILATION REQUIRED AT HIGH PORTION OF ROOF:
ROO
F PL
AN
A1.4
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
030818
N
EW 3
STO
RY D
UPLE
X
DEN
VER
, CO
LORA
DO
BLDG. SUBM. JW11.19.18
N. Z
ENO
BIA
DUP
LEX
1382
-138
4 ZE
NO
BIA
STR
EET
EXTERIOR FINISH KEY NOTES:METAL PANEL SYSTEM
BRICK VENEER
ROOF DECK WITH TEMP. GLASS RAILING
1
2
3
4
6
7
5
COMPOSITION SHINGLE ROOF
ROOF PARAPET, MIN. 36" HT.
SHADING DEVICE (PER ZONING SECT. 4.3.7.4)
3-COAT STUCCO
8 2' X 1' TILE CLADDING
9 METAL RAILING
10 DOWNSPOUT
6
⅊
6:12
6:12
2
3040 FXD
3
⅊
5357.0'
1 1/4"=1'-0"BUILDING ELEVATION
FRONT/ S. WEST FACINGZENOBIA STREET
1/4" =1'-0"SIDE ELEVATION/ SOUTH FACING
GARAGEBEYOND
FIRST FLR. 0'-0"
FIRST FLR. CLG. 8'-1 1/8"
(FRONT BASEPLANE = FIRST FLR. FFE)
SEC. FLR.
2ND FLR. PL.
101 4"
HALF STO. FLR.
101 4"
25'-0" ABOVE BASE PL. (MAX. SIDE WALL HT.)
7'-1
1 8"8'
-11 8"
8'-1
1 8"
29'-6
" ( 3
0'-0
" MA
X.)
6"
30'-0" ABOVE BASE PL.(MAX. BLDG. HT.)
3020 FXD
3040 FXD
3020 FXD
REAR 20%FRONT 80%
⅊ 3040 CSM
3040 FXD
3040 FXD
BASEMENT EGRESS WINDOW
10068 SGD
3040 CSM
BASEMENT EGRESS WINDOW
3050 CSM
3040 FXD
3040 FXD
6068 SGD6068 SGD
2030 CSM
3050 CSM
2030 CSM
6016 FXD
4646 FXD
4646 FXD
4646 FXD
6016 FXD
10068 SGD
5357.0'REAR BASEP PLANE
5355.0'
14'-2
" (17
'-0" M
AX.
BLG
. HT.
)
25'-0" (N.T.S)FRONT SETBACK
25'-0" (N.T.S)TO EXT. FIN.
25'-1" (N.T.S)TO FOUND/STUD
⅊
5'-2"
5'-0"REAR
GARAGE SETBACK
TO EXT. FIN.
5'-3"TO FOUND/
STUD
3'-0"SIDE
SETBACK
3'-0"TO
EXT. FIN.
3'-1"TO
FOUND/STUD
3'-0"SIDE
SETBACK
3'-0"TO
EXT. FIN.
3'-1"TO
FOUND/STUD
1
1
2 3
3
3
4 4
66
6
7
8 8
1
1
2
2
3
3
3
7
A4.02
A4.04
A4.12
A4.13
100'-0" 25'-0"
TEMP.
TEMP.
TEMP.
TEMP.
TEMP. TEMP.
TEMP.
TEMP.
TEMP.
9 9
2'-6"22'-6"(N.T.S)
1'-6"23'-6"(N.T.S)
ROOF EAVEALLOWEDTO ENCROACH3'-0" INTOFRONT SETBACKPER SECT.6.3.7.4
PROJECTEDWINDOWALLOWED TOENCROACH1'-6" INTO FRONTSETBACK PERSECT. 6.3.7.4
CANOPYALLOWED TOENCROACH3'-0" INTO FRONTSETBACK PERSECT. 6.3.7.4
6"23'-0"(N.T.S)
1010
A4.011
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.
BUIL
DIN
G E
LEV
ATIO
NS
1
A2.0
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
030818
N
EW 3
STO
RY D
UPLE
X
DEN
VER
, CO
LORA
DO
BLDG. SUBM. JW11.19.18
N. Z
ENO
BIA
DUP
LEX
1382
-138
4 ZE
NO
BIA
STR
EET
EXTERIOR FINISH KEY NOTES:METAL PANEL SYSTEM
BRICK VENEER
ROOF DECK WITH TEMP. GLASS RAILING
1
2
3
4
6
7
5
COMPOSITION SHINGLE ROOF
ROOF PARAPET, MIN. 36" HT.
SHADING DEVICE (PER ZONING SECT. 4.3.7.4)
3-COAT STUCCO
8 2' X 1' TILE CLADDING
9 METAL RAILING
10 DOWNSPOUT
3040 CSM
3050 CSM
REAR 20% FRONT 80%
(FRONTBASEPLANE =
5357.0')
2 1/4"=1'-0"SIDE ELEVATION/ NORTH FACING
5357.0'
124
⅊
T.O. ROOF/ PITCHED ROOF6:12
6:12
1
3040 CSM
3030 CSM
2-4020 CSM
2-3620 CSM 2-3020 CSM 2-3020 CSM
FIRST FLR. 0'-0"
FIRST FLR. CLG. 8'-1 1/8"
(FRONT BASEPLANE = FIRST FLR. FFE)
SEC. FLR.
2ND FLR. PL.
101 4"
HALF STO. FLR.
101 4"
25'-0" ABOVE BASE PL. (MAX. SIDE WALL HT.)
7'-1
1 8"8'
-11 8"
8'-1
1 8"
29'-6
" ( 3
0'-0
" MA
X.)
6"
30'-0" ABOVE BASE PL.(MAX. BLDG. HT.)
6068 SGD
3050 CSM
3040 CSM
3030 CSM
2-4020 CSM
2-4020 CSM 2-3020 CSM 2-3020 CSM
3040 CSM 3040 CSM 3040 CSM
⅊
25'-0" (N.T.S)FRONT SETBACK
25'-0" (N.T.S)TO EXT. FIN.
25'-1" (N.T.S)TO FOUND/STUD
REAR BASEP PLANE5355.0'
14'-2
" (17
'-0" M
AX.
BLG
. HT.
)
⅊
5'-2"
5'-0"REAR
GARAGE SETBACK
TO EXT. FIN.
5'-3"TO FOUND/
STUD
3'-0"SIDE
SETBACK
3'-0"TO
EXT. FIN.
3'-1"TO
FOUND/STUD
FIRST FLR. 0'-0"
FIRST FLR. CLG. 8'-1 1/8"
(FRONT BASEPLANE = FIRST FLR. FFE)
SEC. FLR.
2ND FLR. PL.
101 4"
HALF STO. FLR.
101 4"
25'-0" ABOVE BASE PL. (MAX. SIDE WALL HT.)
7'-1
1 8"8'
-11 8"
8'-1
1 8"
29'-6
" ( 3
0'-0
" MA
X.)
6"
30'-0" ABOVE BASE PL.(MAX. BLDG. HT.)
5357.0'
⅊
14'-2
" (17
'-0" M
AX.
BLG
. HT.
)5355.0'
REAR BASE PLANE
GAR. FIN. FLR. 0'-0"5355.5'
8'- 1
1/8
" GA
RAG
EC
EILI
NG
PLT
.
1
1
2
3
3
4 4
6
66
7
7
3
3
1
1
5
4
66
6
A4.02
A4.07
A4.16
A4.19
11/4"=1'-0"REAR ELEVATION/ EAST FACING
100'-0"25'-0"
TEMP. TEMP.
2'-6"22'-6"(N.T.S)
23'-6"(N.T.S)
ROOF EAVEALLOWED
TO ENCROACH3'-0" INTO
FRONT SETBACKPER SECT.
6.3.7.4
PROJECTEDWINDOW
ALLOWED TOENCROACH
1'-6" INTO FRONTSETBACK PERSECT. 6.3.7.4
CANOPYALLOWED TO
ENCROACH3'-0" INTO FRONT
SETBACK PERSECT. 6.3.7.4
6"23'-0"(N.T.S)
1'-6"
1010
A4.15
A4.15
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.
BUIL
DIN
G E
LEV
ATIO
NS
2
A2.1
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
030818
N
EW 3
STO
RY D
UPLE
X
DEN
VER
, CO
LORA
DO
BLDG. SUBM. JW11.19.18
N. Z
ENO
BIA
DUP
LEX
1382
-138
4 ZE
NO
BIA
STR
EET
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.
MODELNUMBERTRADENAMEPRODUCTMATERIAL
MODELNUMBERTRADENAMEPRODUCTMATERIALMODELNUMBERTRADENAMEPRODUCTMATERIAL
BEDROOM 4
DINING/KITCHEN
MA. BATHROOM
BATHROOM 3
FIRST FLR.0'-0"
BSMT. CLG. PLT.
BSMT. FLR.
FIRST FLR. CLG.
SEC. FLR.
SEC. FLR. CLG.
THIRD FLR.
THIRD. FLR. CLG.
3040 FXD
(FRONTBASEPLANE =
5357.0')5357.0'
6:12
R-49 INSUL., SEE STRUCT. PLANSSLOPED ROOF W/
2x6 EXT. WALLw/ R-21 INSUL, TYP.
FLR. JST. ,REF. STRUCT. PLANS
FLR. JST. ,REF. STRUCT. PLANS
2x6 EXT. WALLw/ R-21 INSUL, TYP.
BSMT. EXT. WALL
CONC. SLAB,REF. STRUCT. PLANS
EXTERIORBELOWGRADEINSUL.R-19TYP.
FDTN.,REF. STRUCT. PLANS
1 1/4"=1'-0" BUILDING SECTION
VAULTEDCEILING.
GARAGEBEYOND
FDTN.,REF. STRUCT. PLANS
FLR. JST. ,REF. STRUCT. PLANS
⅊3'-0"SIDE
SETBACK
3'-0"TO
EXT. FIN.
3'-1"TO
FOUND/STUD
⅊3'-0"SIDE
SETBACK
3'-0"TO
EXT. FIN.
3'-1"TO
FOUND/STUD
A4.03
A4.05
A4.06
A4.11
MODELNUMBERTRADENAMEPRODUCTMATERIAL
BEDROOM 3
MA. BEDROOM
KITCHEN
CRAWL SPACE
FIRST FLR.0'-0"
BSMT. CLG. PLT.
FIRST FLR. CLG.
SEC. FLR.
SEC. FLR. CLG.
THIRD FLR.
THIRD. FLR. CLG.
(FRONTBASEPLANE =
5357.0')
2 1/4"=1'-0" BUILDING SECTION
6:12
R-49 INSUL., SEE STRUCT. PLANSSLOPED ROOF W/
FLR. JST. ,REF. STRUCT. PLANS
FLR. JST. ,REF. STRUCT. PLANS
2x6 EXT. WALLw/ R-21 INSUL, TYP.
FLR. JST., w/ R-38 INSUL.REF. STRUCT. PLANS, PROVIDE 18"MIN. CLEAR TO UNDERSIDE OFFLOOR JOISTS PER IRC 408.1
FDTN., REF.STRUCT. PLANSFDTN.,
REF. STRUCT. PLANS
2x6 EXT. WALLw/ R-21 INSUL, TYP.
VAULTEDCEILING.
GARAGEBEYOND
R-19 INSUL. AT FOUND.WALLS, EXTEND 24"DOWN FROM GRADE
R-19 INSUL. AT FOUND.WALLS, EXTEND 24"DOWN FROM GRADE
5357.0'
RF. JST. w/ R-38 INSUL.,REF. STRUCT. PLANS
A4.010
A4.18
RF. JST. w/ R-38 INSUL.,REF. STRUCT. PLANS
PERIMETERDRAIN
EXTERIOR BELOWGRADE RIGID INSUL.R-19 TYP.
THE UNDERSIDE OF NON-RATED FLOORASSEMBLIES SHALL BE PROVIDED WITH12" GYPSUM WALLBOARD MEMBRANE,OR 58" WOOD STRUCTURAL PANELMEMBRANE, OR EQUIVALENT.PENETRATIONS FOR DUCTS,VENTS,ELECT. OUTLETS, PIPING, ETC.PERMITTED.
PERIMETERDRAIN
6 MIL APPROVED VAPOR RETARDER,LAP JOINTS MIN. 6"PLACED BETWEEN SLAB & BASECOURSE, OR OVER PREPAREDSUB-GRADE. NOT REQ. AT GARAGE,CARPORT,UTILITY OR NON-HEATEDSTRUCTURES & FLATWORK PER R506.2.3
FIRST FLR. 0'-0"
BSMT. CLG. PLT.
BSMT. FLR.
FIRST FLR. CLG.
SEC. FLR.
SEC. FLR. CLG.
THIRD FLR.
THIRD. FLR. CLG.
(FRONTBASEPLANE =
5357.0')5357.0'
DINING/KITCHENLIVING RM.
BEDROOM 4BATH 3
CRAWL SPACE
MA. BATH MA. BEDROOM
BEDROOM 2 BEDROOM 3BATH 2
ROOFDECK
DINING/KITCHENLIVING RM.
BEDROOM 4BATH 3
MA. BATH BALCONY
BEDROOM 2 BEDROOM 3BATH 2ROOFDECK
R-49 INSUL., SEE STRUCT. PLANSSLOPED ROOF W/ R-49 INSUL., SEE STRUCT. PLANS
SLOPED ROOF W/
R-49 INSUL., SEE STRUCT. PLANSSLOPED ROOF W/
2x6 EXT. WALLw/ R-21 INSUL, TYP.
2x6 EXT. WALLw/ R-21 INSUL, TYP.
2x6 EXT. WALLw/ R-21INSUL, TYP.
2x6 EXT. WALLw/ R-21 INSUL, TYP.
2x6 EXT. WALLw/ R-21 INSUL, TYP.
FLR. JST. ,REF. STRUCT. PLANS
RF. JST. w/ R-38 INSUL.,REF. STRUCT. PLANS
CONC. SLAB,REF. STRUCT. PLANS
CONC. SLAB,REF. STRUCT. PLANS
FDTN.,REF. STRUCT. PLANS FDTN., REF. STRUCT. PLANS
BSMT. EXT. WALL
EXTERIOR BELOWGRADE RIGID INSUL. R-19 TYP.
EXTERIOR BELOWGRADE RIGID INSUL.R-19 TYP.
BSMT. EXT. WALLBSMT. EXT. WALL
EXTERIOR BELOWGRADE RIGIDINSUL. R-19 TYP.
CONC. SLAB,REF. STRUCT. PLANS
FDTN., REF. STRUCT. PLANS
FDTN., REF. STRUCT. PLANS
3 1/4"=1'-0" BUILDING SECTION
TOP OF VAULT
⅊
25'-0" (N.T.S)FRONT SETBACK
25'-0" (N.T.S)TO EXT. FIN.
25'-1" (N.T.S)TO FOUND/STUD
⅊5'-0"
REARGARAGE SETBACK
5'-2"TO EXT. FIN.
5'-3"TO FOUND/
STUD
REAR BASEP PLANE5355.0'
A4.01
5
A4.08
A4.08
A4.09A4.0
9
A4.07A4.1
7
A4.110
PROJECTED WINDOWALLOWED TO ENCROACH1'-6" INTO FRONT SETBACKPER SECT. 6.3.7.4
FL. JST. w/ R-38 INSUL.,REF. STRUCT. PLANS
A4.112
CRAWL SPACE
PERIMETERDRAIN
PERIMETERDRAIN
6 MIL APPROVED VAPOR RETARDER, LAP JOINTS MIN. 6"PLACED BETWEEN SLAB & BASE COURSE, OR OVER PREPAREDSUB-GRADE. NOT REQ. AT GARAGE, CARPORT,UTILITY ORNON-HEATED STRUCTURES & FLATWORK PER R506.2.3
THE UNDERSIDE OF NON-RATED FLOORASSEMBLIES SHALL BE PROVIDED WITH 12"GYPSUM WALLBOARD MEMBRANE, OR 58"WOOD STRUCTURAL PANEL MEMBRANE, OREQUIVALENT. PENETRATIONS FOR DUCTS,VENTS,ELECT. OUTLETS, PIPING, ETC. PERMITTED.
BUIL
DIN
G S
ECTIO
NS
A3.0
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
030818
N
EW 3
STO
RY D
UPLE
X
DEN
VER
, CO
LORA
DO
BLDG. SUBM. JW11.19.18
N. Z
ENO
BIA
DUP
LEX
1382
-138
4 ZE
NO
BIA
STR
EET
3'-0
"3'
-0"
3'-0
"
SEE FLOOR PLA
N
FOR TR
EAD/RISER
COUNT
SEE FLOOR PLA
N
FOR TR
EAD/RISER
COUNT
SEE FLOOR PLA
N
FOR TR
EAD/RISER
COUNT
BA3.1
BA3.1
BA3.1
WOOD STRINGER,TYP.
WOOD STRINGER,TYP.
WOOD STRINGER,TYP.
WOOD TREAD ANDRISER CLOSURE,TYP.
WOOD TREAD ANDRISER CLOSURE,TYP.
WOOD TREAD ANDRISER CLOSURE,TYP.
WOOD RAILING, TYP.
WOOD RAILING, TYP.
WOOD RAILING, TYP.
12" GYP. BOARDAT OCCUPIABLEROOMS, TYP.
12" GYP. BOARDAT OCCUPIABLEROOMS, TYP.
12" GYP. BOARDAT OCCUPIABLEROOMS, TYP.
12" GYP. BOARDAT OCCUPIABLEROOMS, TYP.
12" GYP. BOARDAT OCCUPIABLEROOMS, TYP. 6'
-8"
(MA
INTA
IN 6
'-8" C
LEA
R HE
AD
HEI
GHT
)
7'-3
1 2" P
ROV
IDED
6'-8
"
(MA
INTA
IN 6
'-8" C
LEA
R HE
AD
HEI
GHT
)
7'-1
1 2" P
ROV
IDED
6'-8
"
(MA
INTA
IN 6
'-8" C
LEA
R HE
AD
HEI
GHT
)
7'-1
" PRO
VID
ED
STAIR SECTION (TYP.)SCALE 1/2" = 1''-0"1
8'-1
1 8"
101 4"
8'-1
1 8"
101 4"
8'-1
1 8"
101 4"
7'-1
1 8"
A
A
A
AA3.1
2X6 PT PLATE,ANCHORED TO FLOORSTRUCTURE 81
4" SIMPSON TAZ STAIRCASE ANGLE
WOOD TREADSTAIR SUPPORT STRINGER
11"
WOOD RAILINGBEYOND, ANCHORTO STRINGER 10"
2"
12" PLYWOOD CLOSURE
GYP. BOARD
NOTE: TREAD NOSING TOCOMPLY WITH IRC R311.7.5.3,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
3/4" Min - 1 1/4" Max
A
KEY NOTES:VERIFY EXACT BEAM LOCATION w/ STRUCTURAL DWGs.FOR MINIMUM CLEARANCES PRIOR TO COMMENCEMENT OF ANY & ALL STAIR CONSTRUCTIONSEE NOTE BELOW.
FURN
W.H
.
FURN
W.H.
S.P.
S.P.
E IA1
1
2
3
4
J
5
B FD HC GA
2 1/16"=1'-0" KEY PLAN
STA
IR D
ETA
ILS
STA
IR S
ECTIO
N
A3.1
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
030818
N
EW 3
STO
RY D
UPLE
X
DEN
VER
, CO
LORA
DO
BLDG. SUBM. JW11.19.18
A3.11
A3.11
A3.11
A3.11
N. Z
ENO
BIA
DUP
LEX
1382
-138
4 ZE
NO
BIA
STR
EET
112" MIN.
WALL
HANDRAIL BRACKET
1-1/4" HANDRAIL1-1/4"HANDRAIL 36
"
8 NO SCALEHANDRAIL 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 ACCESSROOF: MIN. CLASS 'C' BUILT-UP
ROOFING OVER ROOF SHEATHINGPER STRUCTURAL ENGINEERING
OVER ROOF JOISTS w/ MIN. R-38INSUL., 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.
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
1b NO SCALE UL DESIGN #U366, #U373, OR #U375 (AT DEMISING WALL)
GA FILE NO. ASW 1000, 60-64 STC RATING
DEMISING END-WALL
FIRE DEMISINGWALL TOEXTEND TOINSIDE OFSHEATHINGAT ALLEND-WALLCONDITIONS.
1" TYPE 'X'GYP. PANEL
1" TYPE 'X'GYP. PANEL
INTERIOR
INTERIOR
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
1 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
*REFER TO STRUCTURAL DWG's.FOR FOUNDATION SPEC's.
MIN. 6" ABOVE EARTH,4" MIN. ABOVE PAVEMENT
15 LB. FELT w/ 17 ga. METAL NETTINGGRADE 'D')
7/8" STUCCO (3-COAT)
FNDTN. WEEP SCREED w/ MIN. 3-1/2"0.019-INCH (26 ga.), CORROSION-
1/2" AB, 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)
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
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: 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".
1 HR. REQUIREDPER IBC SECT. 709
1 HR. REQUIREDPER IBC SECT. 709
2-HOUR PARTY WALL ASSEMBLY
4" O.C. MAX.
34"-36"
MAX. 7.75", MIN. 4"
MIN. 10"
FILLET CURVATURETO BE NO GREATERTHAN 9/16", BEVELING
NOSING NOTLESS THAN 3/4",NO GREATERTHAN 1-1/4"
NOT TO EXCEED 1/2"
LESS THAN 4"
9 NO SCALESTAIR DETAIL
NO SCALEBASE WALL APPLICATION DETAIL3
6
PERROOFPLAN
PLYWOOD REF. STRUCT. PLANS
4" GUTTER
EXT. WALL STUD PER PLANTOP PLATE
ROOF FRAMING
BAFFLE BOARD
1x FASCIA 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 OPENINGS ALLOWED INPROTECTED EAVE.
NO SCALEEAVE DETAIL - 1-HOUR RATED
BUILT-UP ROOF
(GA RC-2602)
(2 LAYERS GRADE 'D')
TO UNDERSIDE OF 2X8 FRAMING(NO OPENINGS ALLOWED) *NOTE: NO OPENINGS
2 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 W/IN
TO PROVIDE UNIT SEPARATION
CENTER CANOPY (TWO FRONT UNITS):
(2) LAYERS TYPE 'X' GYP BD.
BLOCKING ASREQUIRED
AND EDGE OF THE CANOPY ASSEMBLY
NO SCALEBASE WALL APPLICATION DTL. 4
BRICK VENEER CLADDING &
BUILDING PAPER (2 LAYERS
MIN. 4" ABOVE EARTH,2" MIN. ABOVE PAVEMENT
EXT. WALL STUD PER PLAN
BRICK VENEER CLADDING
FOUNDATION WEEPSCREED W/ MIN. 3-1/2"0.019 INCH (26 ga)CORROSION RESISTANTWEEP SCREED TO BEINSTALLED TO EXTEND MIN.1" BELOW THE FOUNDATIONPLATE LINE ON EXTERIORSTUD WALL
GRACE ICE & WATER SHIELD (ORAPPRVD. WATER RESISTANTBARRIER) TO BE INSTALLED ANDSHALL LAP OVER EXTERIOR OFTHE SCREED ATTACHMENTFLANGE OR FLASHING
GRACE ICE & WATER SHIELD (ORAPPRVD. WATER RESISTANTBARRIER) TO BE INSTALLED ANDSHALL LAP OVER EXTERIOR OFTHE SCREED ATTACHMENTFLANGE OR FLASHING
COR-A-VENT X-5RIDGE VENT
7/8"
1/4" BEAD OFSILICONE CAULKING
ROOF RIDGE
AIR FLOW
ROOF SHEATHING
1/2" MAX.
CAP OVERHANG
SHINGLES
UNDERLAYMENT
5 NO SCALERIDGE VENT DETAIL
7 NO SCALEHIGH PARAPET WALL DETAIL
3 1/2"
ROOF LVL. 21'-1 1/4"
T.O. WALL/ PARAPET 25'-1 1/4"
12"
PREFINISHED METAL PARAPET CAP OVER M.L. TOPPLATE (SEE STRUCT. DWG'S FOR ALL TOP PLATES),FRAME EXTENDED PARAPET 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
PRIVACY WALL, MIN. 42" HEIGHT FROMTOP OF ROOF
3'-0
" MIN
.(T
OP
OF
ROO
F FI
NIS
H /
DEC
K)
AIR- IMPERMIABLE VAPOR BARRIER TOUNDERSIDE OF SPRAY INSULATION TOUNDERSIDE OF ROOF SHEATHING,PROVIDE R-38 INSULATION AT ROOF
BASEMENT
SHINGLE CAP
GALVANIZED SCREWw/ GROMMET
FASCIABOARD
DRIP EDGEDRIP EDGE BEYONDNOTCHED & FOLDEDFOR STRAPSTRAP, SECURE 16" O.C.
GUTTER
NAILABLE ROOFSHEATHING
10 NO SCALEHANGING GUTTER DETAIL
4" O.C. MAX.
42"
WALKING SURFACE
11 NO SCALEGUARDRAIL DETAIL
CORROSIVE RESISTANT METALLATH ATTACHED w/ 1 12" LONG 11GA. NAILS HAVING A 7
16" HEADOR 16 GA. STAPLES NOTSPACED MORE THAN 6" ADHERED PER R703.12
CLASS II VAPOR RETARDER:KRAFT FACED FIBERGLASS BATTS INSULATION PER IRC R702.7
CLASS II VAPOR RETARDER:KRAFT FACED FIBERGLASS BATTS INSULATION PER IRC R702.7
12NO SCALEPROJECTION DETAIL - 1-HOUR RATED
(UL-L570)
PER PLAN
EXTERIOR FINISH, REF.EXTERIOR ELEVATIONS
BUILDING WRAP
FLR. JST.,REF. STRUCT. PLANS
SEALANT &BACKER ROD
*ONE HOUR SOFFIT SHALL BEPROVIDED AT THE FRAMED"BUMP OUT" PROJECTION ATTHE FRONT OF THE BLDG.
R-21 INSUL.
(2) LAYERS 5/8" TYPE XGYP. BD. PER ASSEMBLY
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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
030818
N
EW 3
STO
RY D
UPLE
X
DEN
VER
, CO
LORA
DO
BLDG. SUBM. JW11.19.18
N. Z
ENO
BIA
DUP
LEX
1382
-138
4 ZE
NO
BIA
STR
EET
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 DAM
WATE
R FLO
WWATE
R FLO
WWATE
R FLO
W
12 NO SCALESILL PAN WITH SEALANT
PRE-FINISHED LOW-PROFILE ROOFVENTILATOR WITH NONMECHANICAL/ VOLUNTARYMOVING BLADES. VENTILATOR TOHAVE INTEGRAL FLASHING FLANGE/NET FREE AIR FLOW PER ROOFPLANS
INSTALL VENTILATOR PERMANUFACTURER'S INSTRUCTIONS/OVERLAP /SEAL FLANGE WITHSHINGLES AT TOP
VENTILATOR FLANGE TO OVERLAPSHINGLES AT BOTTOM
PROVIDE CUT-OUT IN SHEATHINGFOR VENTILATION
11 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
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
ADHERED PER R703.12
2 NOT TO SCALE HEAD AT BRICK VENEER3 NOT TO SCALE
JAMB AT BRICK VENEER CLADDING
DECKWOOD NAILER, MUST EXTENDBEYOND METAL FLANGE INALL DIRECTIONS
WATERBLOCK
QUICK PRIME, WHEN USING FORM FLASHPREPARE 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
5 NO SCALETYPICAL WALL SCUPPER
3" MIN.
4 NO SCALE1-HR RATED WALL DETAIL
WALL: (UL U305)
NOTE: LOWER VENTS TO BE INSTALLED TO PREVENTSUCTION EFFECT. SEE ROOF PLAN FOR VENT LOCATIONS.
RUN FLASHINGDOWN 8" MIN.FROM TOP OFFOUNDATION
WALL
MASONRY
GRADE
FOUNDATION WALL
RIM JOIST
26 ga.FLASHING
10 NO SCALEPORCH FLASHING DETAIL
PORCH/PATIO
6 NO SCALETEMPERED GLASS RAILING DETAIL
36" MIN.
WALKING SURFACE
4" MAX.
TEMP. GLASS
ROOF DECK
12" GYPSUM BOARD AT CEILING
BITUMINOUS FLASHING AT HEADWALL(OVERLAPPED UNDER SADDLE AT EXTERIOR DOORS)
2X P.T. SLEEPERS RIPPED (1 12" MIN.) TO REVERSESLOPE OF ROOFING BELOW ON ROOF PROTECTIONFELT/DRAINAGE MAT ON.
DROP34" DECKING
FLOOR JOISTS (RE: STRUCTURAL DWGs),CRICKET TO SCUPPER
7 NO SCALEROOF DECK/BACLONY DETAIL
MEMBRANE ROOFING INSTALLED PERMFGR'S. SPECS, WRAPPED 12" (MIN) UP WALLSAND PARAPETS ON
RAILING INSTALLED PER MFGR'S SPECS./PARAPET SEE ELEVATIONS
METAL COPING CAP ON ADHEREDFLASHING LAPPED OVER BUILDING PAPER.
DOOR INSTALLED PER MFGR.'S SPECS w/HEADER RAISED TO ACCOUNT FOR ROOFING/SLEEPERS AND DECKING. RE: STRUCT. DWGs
INTERIOR
SELF-ADHERED 20ML FLASHINGAIR/VAPOR BARRIER
EXT. SHEATHINGRE: STRUCT. DWGs.
DOUBLE TOP-PLATE
EXT. STUD WALLPER PLAN.
ROOF SYSTEM IN ORDER OF INSTALLATION· 3
4" DECKING· 2x4 P.T. SLEEPERS @ 16" OC. SLOPED TO SCUPPER· CONTINUOUS ROOF CAP· ROOF COMPOSITION BASE FLASHING· ROOF SHEATHING RE: STRUCT. DWGS.· 2x4 OVER JOISTS SLOPED TO SCUPPER· ROOF JOIST PER STRUCT. DWGs.
14" / 1'
8 NO SCALE ROOF DECK DETAIL
R-49 INSULATION(CLOSED CELL FOAM)(UN-VENTED)
BRICK VENEER CLADDINGADHERED PER R703.12
GRACE ICE & WATER SHIELD (ORAPPRVD. WATER RESISTANTBARRIER) TO BE INSTALLED ANDSHALL LAP OVER EXTERIOR OFTHE SCREED ATTACHMENTFLANGE OR FLASHING
GRACE ICE & WATER SHIELD (OR APPRVD. WATERRESISTANT BARRIER) TO BE INSTALLED AND SHALL LAPOVER EXTERIOR OF THE SCREED ATTACHMENTFLANGE OR FLASHING
BRICK VENEER CLADDING
CORROSIVE RESISTANT METALLATH ATTACHED w/ 1 12" LONG 11GA. NAILS HAVING A 7
16" HEADOR 16 GA. STAPLES NOTSPACED MORE THAN 6"
CORROSIVE RESISTANT METALLATH ATTACHED w/ 1 12" LONG 11GA. NAILS HAVING A 7
16" HEADOR 16 GA. STAPLES NOTSPACED MORE THAN 6"
SEE DETAIL 4/A4.0 FOR BASEAPPLICATION
EXT. WALL STUDPER PLAN
BUILDING PAPER
METAL SIDING, RE. ELEVS.
TO EXTER. FACE OF GYP. BD.
(1) LAYERS TYPE 'X' 5/8"
VERTICALLY EA. SIDE OF WALLGYP. BD. APPLIED
SPAN-RATED SHEATHING
PROVIDE ONE LAYER 5/8" TYPE X GYPSUM WALL BOARDAPPLIED VERTICALLY TO EACH SIDE OF 2X WOODSTUDS, 16" O.C. WITH CEMENT COATED 1-7/8" LONG,.0915" SHANK DIA. AND 15/64" DIA. HEADS, NAILED AT7" OC. EXTEND 5/8" TYPE X GYP. TO UNDERSIDE OFROOF SHEATHING.
GA FILE NO.3605 UL U305
PRO
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ON
A 2
4"x3
6" S
HEET
, IT
IS N
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TO S
CA
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4900
W. 2
9th
Ave
nue
Den
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CO
802
12of
fice
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0.95
14fa
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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
030818
N
EW 3
STO
RY D
UPLE
X
DEN
VER
, CO
LORA
DO
BLDG. SUBM. JW11.19.18
N. Z
ENO
BIA
DUP
LEX
1382
-138
4 ZE
NO
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EET
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 WINDOW
CTS. = COATS (CLOSET)D = CLOTHES DRYERD/W = DISHWASHERDBL = DOUBLEDH = DOUBLE-HUNG WINDOWDWG. = DRAWING(E) = EXISTINGEA. = EACHEL. = ELEVATIONELEV. = ELEVATIONEXT. = EXTERIORF.D. = FLOOR DRAINFAU = FORCED AIR UNITFJ = FLOOR JOISTFLR'G. = FLOORINGF/P = FIREPLACE
FLR. = FLOORFRM'G. = FRAMINGFRZR = FREEZER (STAND-ALONEUNIT)FT. = FOOT/FEET (MEASUREMENT)FX = FIXED WINDOWFX/CSMT = FIXED/CASEMENTWINDOWFX/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-CENTERO.H. = OVERHANGOP. = OPENINGP.T. = PRESSURE-TREATEDP.T.D.F. = PRESSURE-TREATEDDOUG FIRP.U.E. = PUBLIC UTILITY EASEMENTPDR. = POWDER RESTROOM
PERIM. = 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. = SQUARE
SQ. FT. = SQUARE FEETSTRUCT. = STRUCTURALT = STAIR TREADT.O.W. = TOP OF WALLT.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 STACKEDUNITW.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.
ALL WINDOWS SHALL HAVE FALL PROTECTION, PER IRC R312.2.1 AND R312.2.2. ALL OPERABLE WINDOWS WEHRE THE SILL IS LESS THAN 24" ABOVE THE FINISHED FLOOR AND 72" ABOVE THEFINISHED GRADE OR OTHER SURFACES BELOW ON THE EXTERIOR OF THE BUILDING, THE WINDOWS SHALL NOT HAVE OPENINGS THAT ALLOW A 4 INCH DIAMETER SPHERE TO PASS THROUGHTHE OPENING WHEN THE LARGEST OPENED POSITION. ALSO, THE WINDOWS SHALL COMPLY WITH ASTM F 2090 AND HAVE CONTROL DEVICES THAT COMPLY WIH SECT R312.2.2.
5. WINDOW NOTE:
WINDOWS SHALL HAVE SAFETY GLAZING WHEN LOCATED LESS THAN 36" ABOVE WALKING SURFACE AT STAIRS,LANDINGS, OR RAMPS. WHEN LOCATED AT BOTTOM OF STAIR WHEREGLAZING IS LOCATED LESS THAN 36" ABOVE LANDING & WITHIN 60" HORIZONTAL ARC LESS THAN 180 DEGREES FROM BOTTOM TREAD NOSING. WHEN A WINDOW MEETS ALL OF THEFOLLOWING REQUIREMENTS 1) WHEN EXPOSED AREA OF PAIN IS GREATER THAN 9 S.F., 2) BOTTOM EDGE OF GLAZING IS LESS THAN 18" ABOVE FLOOR, 3) TOP EDGE IS MORE THAN 36"ABOVE FLOOR, 4) ONE OR MORE WALKING SURFACES ARE WITHIN 36" MEASURED HORIZONTALLY IN A STRAIGHT LINE. LOCATED WITHIN 24" OF EITHER SIDE OF A DOOR IN THE PLANE OFTHE DOOR IN THE CLOSED POSITION, LOCATED WITHIN 24" PERPENDICULAR OF A DOOR IN THE CLOSED POSITION ON THE SWING SIDE, OR LOCATED IN A WET LOCATION WHEN THEBOTTOM EDGE IS LESS THAN 60" ABOVE WALKING SURFACE.
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DATE ISSUEPROJECT #
SHEET #
KSA ARCHITECTURE, LLC. ALL RIGHTS RESERVED.
SHEET SIZE: 24" x 36"
ARCHITECT'S STAMP
BYREV.
RC
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030818
N
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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
SECTION "CC"
COUNTER TOP
VARIESPER PLAN
FIN. FLR.
BASEPARTITION
BASE CAB.
BUILDING THERMAL ENVELOPE (TYP.)
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
COUNT
FIRST FLOORSIZE
FIXED
NOTES30402
4
OPERATION
2-30202 2-4020
SECOND FLOORFIXED30404
2 60162 30502 3030
CASEMENT
2-40202
THIRD FLOOR4646
CASEMENT30502
CASEMENT
VIEW "AA"
1
FIXED
FIXED
46461 FIXED
COUNT
BASEMENT
SIZEDOUBLE HUNG
NOTES2-3040
WINDOW SCHEDULE
2
OPERATIONEGRESS WINDOW
CASEMENT
CASEMENTCASEMENT
1 4646 FIXED
EGRESS WINDOWFIXED30202CASEMENT30406
MODELNUMBERTRADENAMEPRODUCTMATERIAL
FIN. FLR.
FINISHEDCLG.
FINISHEDCLG.
FIN. FLR. VIEW "BB"C
C
VENTILATION CALCULATIONS:
CRAWL SPACE (320 SQ. FT.)PROVIDE MIN. (6) NEW 15" x 4" *VENTS (.42 SQ. FT. EA.) AT NEW CRAWL SPACE
(320 ÷150 = 2.13 SQ. FT. OF REQUIRED VENTILATION -- 5.52 SQ. FT. PROVIDED)
IF GROUND SURFACE IS COVERED BY CLASS 1 VAPOR RETARDER (R408.1):PROVIDE MIN (2) NEW 15"X4" VENTS (.42 SQ. FT. EA.) AT NEW CRAWL SPACE (320 ÷1500 = .213 SQ. FT. OF REQUIRED VENTILATION -- .84 SQ. FT. PROVIDED)
TEMPEREDTEMPERED
(2) TEMPERED
TEMPERED
TEMPERED
ABOVE GRADE WALL / R-21.0
FLOOR / R-30.0
CONDITIONED SPACE
ROOFDECK R-38.0
WINDOWS / U 0.32
DOORS / U 0.36
BASEMENTFLOOR / R-5.0
FOUND. WALL/ R-19.0
CEILINGS &ROOFS / R-49.0
NOTE: PROVIDE 1 VENT WITHIN 3' OF EACH CORNER OF BUILDING PER IRC SET. R408.1
PITCHED ROOF ATTIC SPACE (976 SQ. FT.) (976÷150 = 6.50 SQ. FT. OF REQUIRED VENTILATION
PROVIDE MIN. (4) 16"x8" EYEBROW VENTS (0.89 SQ. FT. EA.)= 3.56 SQ. FT. LOCATE VENTS 3'-0" VERTICALLY ABOVE THE HOUSE PLATE LINE:
3.25 SQ. FT. VENTILATION REQUIRED AT HIGH PORTION OF ROOF:
PROVIDE MIN. (4) 16"x8" EYEBROW VENTS (0.89 SQ. FT. EA.)= 3.56 SQ. FT. 3.25 SQ. FT. VENTILATION REQUIRED AT LOWER PORTION OF ROOF:
* NOTE: SEE FOR VENT DETAIL.A4.111
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SHEET SIZE: 24" x 36"
ARCHITECT'S STAMP
BYREV.
RC
HIT
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030818
N
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GROUND FAULT CIRCUIT INTERRUPT DESIGNATIONRECESSED LIGHT FIXTURESMOKE DETECTORSMOKE/CARBON MONOXIDE DETECTOR COMBO (PER DBCA R315.6)SWITCH w/ TYPE DESIGNATION
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GENERAL NOTES:
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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. A7 & A7.1 FOR ADDITIONAL ELECTRICAL NOTES.7. REF. ELECTRICAL ONE-LINE DIAGRAM BY OTHERS.
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KSA ARCHITECTURE, LLC. ALL RIGHTS RESERVED.
SHEET SIZE: 24" x 36"
ARCHITECT'S STAMP
BYREV.
RC
HIT
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RA
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030818
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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:
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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. A7 & A7.1 FOR ADDITIONAL ELECTRICAL NOTES.7. REF. ELECTRICAL ONE-LINE DIAGRAM BY OTHERS.
E IA1
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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
030818
N
EW 3
STO
RY D
UPLE
X
DEN
VER
, CO
LORA
DO
BLDG. SUBM. JW11.19.18
N. Z
ENO
BIA
DUP
LEX
1382
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4 ZE
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