HomeMy WebLinkAboutREVISED PLANS 2 - 22-00260 - 7N Apartments - Bldg 1 - 4 PlexI
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Terms of Use:
By using this set of construction drawings the owner agrees to hire a professional to design all elements of the construction details and specifications to satisfy local building codes. Furthermore, these drawings remain the intellectual property of J.B. Kay Construction, LLC, and by using these drawings the owner agrees to these terms of use.
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These drawings can only be used for the property listed. %
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It is the builders responsibility to review all aspects of these drawings prior to costruction and report any discrepancies in dimensions and layout to J.B. Kay Construction, LLC prior to proceeding. � �
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The contractor/builder is responsibility for all site work drainage and all footing and foundation elevations. o N
All window and door openings need to be verified in the field.
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Stair heights and lengths to be verified in the field by the builder to meet local building codes. � v
By using these construction drawings the owner agrees to these terms.
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1'-0 3/4"
FINISHED SQUARE FOOTAGE REPORT:
D
QTY WIDTH
AREA
HT
UNIT
101
1,060
SF
UNIT
102
1,060
SF
UNIT
201
1,060
SE
UNIT
202
1.060
SE
I I
L— — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — —I
FRONT ELEVATION
QTY WIDTH
HT
NOTES
1
WINDOW
SCHEDULE:
6'-8"
2
PLOT SCALE: 3/8" = 1'-0"
2'-6"
6'-8"
3
16
2'8"
MARK
SIZE
8"
4
4
3'0"
TABLE R402.1.2 - INSULATION & FENESTRATION REQUIREMENTS:
6'8"
5
4
5-0"
6'-8"
A
5'-0" X 5'-0"
SLIDER
3'-0"
16
CLIMATE ZONE 6
EXT. U-.037 FIRE RATED
7
4
3'-0"
6'-8"
- 0.30
CENENCRRTOALUE
B
3'-0" X 3'-0"
SINGLE
HUNG
4
- 49oR
WOOD FRAME WALL R -VALUE - 22 OR 13+5
FLOOR R -VALUE 30
C
2'-0" X 3'-0"
SINGLE
HUNG
8
BASEMENT WALL R -VALUE 15/19
SLAB R -VALUE & DEPTH - 10 & 4 FT.
D
5'-0" X 5'-0"
SLIDER
- TEMPERED
4
CRAWLSPACE WALL R -VALUE - 15/19
NOTE:
13+5 MEANS R13 CAVITY + R5 CONTINUOUS INSULATION
15/19 MEANS R15 CONTINUOUS AND 19 CAVITY INSULATION
R30 CEILING INSULATION MAY BE USED UNDER CERTAIN CONDITIONS
AS PER N1102.2.2
2 3 1 4 1 5 16
7
8
9
10
1 11 12
DOOR SCHEDULE:
MARK
QTY WIDTH
HT
NOTES
1
4
2'-4"
6'-8"
2
20
2'-6"
6'-8"
3
16
2'8"
6'
8"
4
4
3'0"
6'8"
5
4
5-0"
6'-8"
DOUBLE DOOR
6
1
3'-0"
6'-8"
EXT. U-.037 FIRE RATED
7
4
3'-0"
6'-8"
ENTRY DOOR T.B.D.
13
14 1 15
16
PLOT DATE:
5/12/2022
SCALES ONLY VALID
WHEN PRINTED
ON ARCH D SHEETS
DESIGNER
JARED
PROJECT LOCATION
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I L V I V V / V �J I V I I I L I U I I I U I V
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I I `/ V / V IJ I V I I I L I _l 1 1 I `/ I V
I L U I U V / V �J I V I I I L I U I I I U I V
1 2 3 4 5 6 7
Terms of Use:
By using this set of construction drawings the owner agrees to hire a professional to design all elements of the construction details and specifications to satisfy local building codes. Furthermore, these drawings remain the intellectual property of J.B. Kay Construction, LLC, and by using these drawings the owner agrees to these terms of use.
These drawings can only be used for the property listed.
It is the builders responsibility to review all aspects of these drawings prior to costruction and report any discrepancies in dimensions and layout to J.B. Kay Construction, LLC prior to proceeding.
KThe contractor/builder is responsibility for all site work drainage and all footing and foundation elevations.
All window and door openings need to be verified in the field.
Stair heights and lengths to be verified in the field by the builder to meet local building codes.
By using these construction drawings the owner agrees to these terms.
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00 �10
m
3/4" OSB SUB -FLOOR
Til 1'-0 3/4"
5/8 TYPE DRYWALL
2 LAYERS REQUIRED
TJ I
:
L-----------------------------------------1—j
LEFT ELEVATION
PLOT SCALE: 1/4" = 1'-0"
HANDRAIL NOTE:
HANDRAIL AND ATTACHMENT METHOD MUST WITHSTAND MIN. LINEAR LOAD OF 50 LBS/FT AS PER
IBC 1014.
HANDRAIL HEIGHT SHALL BE WITHIN 34"-38" ABOVE STAIR TREAD NOSING. CIRCULAR HANDRAIL
SHALL HAVE A DIAMETER NO LESS THAN 1-1/4" AND NO GREATER THAN 2-. HANDRAIL MUST
BE CONTINUOUS WITH ADJACENT HANDRAILS OF ADJACENT WALLS OR STAIR FLIGHTS. ALL
HANDRAILS MUST RETURN TO THE WALL, GUARD, OR WALKING SURFACE. TOP OF HANDRAIL MUST
EXTEND MIN 12" HORIZONTALLY BEYOND THE TOP RISER. BOTTOM HANDRAIL MUST CONTINUE
BEYOND TO THE DEPTH OF ONE EQUILIVANT RISER AND THEN EXTEND HORIZONTALLY ANOTHER
12". STAIR RISE & RUN REQUIREMENTS: RISE 4"-7" & RUN 11" MIN.
6-9/16" RISERS c
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COVERED u u
ENTRY
V.I. F.
2% GRADE 4" CONCRETE SLAB 2%GRADE
KNIFE PLATE
p PLEASE NOTE:
tO EXTERIOR EXIT STAIRS & RAMPS
a COMP. FILL 1 COMP. FILL COMP. FILL COMPLY WITH SECTION 1027.
COMP. FILL
UNDISTURBED OR COMP. FILL
STAIR ASSEMBLY - L (side view)
PLOT SCALE: 3/16" = 1'-0"
2 1 3 1 4
5
no
7
0
10
12
13
------------------------------------ ------------------
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I I
I o I
I a I
I I I
W-0 3/4" L1_4 A-1 ilk- �1__4"�-� 9'-0 3/4"
36 HANDRAIL
8'-8 1/0"
m
22'-9 3/8" m
4'-3 1/2"
STAIRWAY FOOTING PAD
V.I.F.
9'-9 3/4'
19 RISERS 46-9/16"
n
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EQUALLY SPACED
i
V. 1. F.
EGRESS
—42" GUARDRAIL
BALCONY TO
36" HANDRAIL
COMPLY W/
SECTION 1021
V.I.F.
6-9/16" RISERS c
w
COVERED u u
ENTRY
V.I. F.
2% GRADE 4" CONCRETE SLAB 2%GRADE
KNIFE PLATE
p PLEASE NOTE:
tO EXTERIOR EXIT STAIRS & RAMPS
a COMP. FILL 1 COMP. FILL COMP. FILL COMPLY WITH SECTION 1027.
COMP. FILL
UNDISTURBED OR COMP. FILL
STAIR ASSEMBLY - L (side view)
PLOT SCALE: 3/16" = 1'-0"
2 1 3 1 4
5
no
7
0
10
12
13
------------------------------------ ------------------
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I M I
I I
I o I
I a I
I I I
W-0 3/4" L1_4 A-1 ilk- �1__4"�-� 9'-0 3/4"
36 HANDRAIL
8'-8 1/0"
m
22'-9 3/8" m
4'-3 1/2"
STAIRWAY FOOTING PAD
V.I.F.
9'-9 3/4'
HANDRAIL NOTE:
HANDRAIL AND ATTACHMENT METHOD MUST WITHSTAND MIN. LINEAR LOAD OF 50 LBS/FT AS PER
IBC 1014.
HANDRAIL HEIGHT SHALL BE WITHIN 34"-38" ABOVE STAIR TREAD NOSING. CIRCULAR HANDRAIL
SHALL HAVE A DIAMETER NO LESS THAN 1-1/4" AND No GREATER THAN 2". HANDRAIL MUST
BE CONTINUOUS WITH ADJACENT HANDRAILS OF ADJACENT WALLS OR STAIR FLIGHTS. ALL
HANDRAILS MUST RETURN TO THE WALL, GUARD, OR WALKING SURFACE. TOP OF HANDRAIL MUST
EXTEND MIN 12" HORIZONTALLY BEYOND THE TOP RISER. BOTTOM HANDRAIL MUST CONTINUE
BEYOND TO THE DEPTH OF ONE EQUILIVANT RISER AND THEN EXTEND HORIZONTALLY ANOTHER
12". STAIR RISE & RUN REQUIREMENTS: RISE 4"-7" & RUN 11" MIN.
HEIGHTV.LF.--,,
EGRESS BALCONY TO COMPLY W/ SECTION 1021
42" GUARDRAIL W/ TOP
&BOTTOM EXTENSION
KNIFE PLATE
LANDING
19 RISERS ® 6-9/16"
EQUALLY SPACED
n STAIR ASSEMBLY - L (front)
PLOT SCALE: 3/16"=l' -O"
1 I
a
14
0
L-1-----------------------------------------------------------------------------
RIGHT ELEVATION
PLOT SCALE: 1/4" = 1'-0"
10
12
13
�;
3/4 OSB
1'-0 3/4-
15
5/8 TYPE
2 LAYER
15
PLOT DATE:
5/12/2022
SCALES ONLY VALID
WHEN PRINTED
ON ARCH D SHEETS
DESIGNER
JARED
PROJECT LOCATION
n
I
w
HANDRAIL NOTE:
HANDRAIL AND ATTACHMENT METHOD MUST WITHSTAND MIN. LINEAR LOAD OF 50 LBS/FT AS PER
IBC 1014.
HANDRAIL HEIGHT SHALL BE WITHIN 34"-38" ABOVE STAIR TREAD NOSING. CIRCULAR HANDRAIL
SHALL HAVE A DIAMETER NO LESS THAN 1-1/4" AND No GREATER THAN 2". HANDRAIL MUST
BE CONTINUOUS WITH ADJACENT HANDRAILS OF ADJACENT WALLS OR STAIR FLIGHTS. ALL
HANDRAILS MUST RETURN TO THE WALL, GUARD, OR WALKING SURFACE. TOP OF HANDRAIL MUST
EXTEND MIN 12" HORIZONTALLY BEYOND THE TOP RISER. BOTTOM HANDRAIL MUST CONTINUE
BEYOND TO THE DEPTH OF ONE EQUILIVANT RISER AND THEN EXTEND HORIZONTALLY ANOTHER
12". STAIR RISE & RUN REQUIREMENTS: RISE 4"-7" & RUN 11" MIN.
HEIGHTV.LF.--,,
EGRESS BALCONY TO COMPLY W/ SECTION 1021
42" GUARDRAIL W/ TOP
&BOTTOM EXTENSION
KNIFE PLATE
LANDING
19 RISERS ® 6-9/16"
EQUALLY SPACED
n STAIR ASSEMBLY - L (front)
PLOT SCALE: 3/16"=l' -O"
1 I
a
14
0
L-1-----------------------------------------------------------------------------
RIGHT ELEVATION
PLOT SCALE: 1/4" = 1'-0"
10
12
13
�;
3/4 OSB
1'-0 3/4-
15
5/8 TYPE
2 LAYER
15
PLOT DATE:
5/12/2022
SCALES ONLY VALID
WHEN PRINTED
ON ARCH D SHEETS
DESIGNER
JARED
PROJECT LOCATION
I L V I V V / V �/ I V I I I L I V I I I V I V
I L V I V V / V �J I V I I I L I U I I I V I V
UNDISTURBED OR COMP. FILL
STAIR ASSEMBLY - L (side view)
PLOT SCALE: 1/2" = 1'-0"
NAND MIN. LINEAR LOAD OF 50 LBS/FT AS PER
,VE STAIR TREAD NOSING. CIRCULAR HANDRAIL
AND NO GREATER THAN 2". HANDRAIL MUST
ADJACENT WALLS OR STAIR FLIGHTS. ALL
OR WALKING SURFACE. TOP OF HANDRAIL MUST
RISER. BOTTOM HANDRAIL MUST CONTINUE
R AND THEN EXTEND HORIZONTALLY ANOTHER
"-7" & RUN 11" MIN.
- PLATE
PLEASE NOTE. -
EXTERIOR EXIT STAIRS & RAMPS
LL COMPLY WITH SECTION 1027.
36" HANDRAIL
RE
- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -
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o
I I
4
I I
RON
9'-0 3/4"
I I I
L _ 1'-4" _ 3'-1 1/21C 1'-4"� _ 1
22'-9 3/8"
8'-8 1/8" 4'-3 1/2"
m
STAIRWAY FOOTING PAD
V.I.F.
IN
-- - - - - - - - - - - - - - - - - --
9'-0 3/4"
9'-9 3/4"
HANDRAIL NOTE:
HANDRAIL AND ATTACHMENT METHOD MUST WITHSTAND MIN. LINEAR LOAD OF 50 LBS/FT AS PER
IBC 1014.
HANDRAIL HEIGHT SHALL BE WITHIN 34"-38" ABOVE STAIR TREAD NOSING. CIRCULAR HANDRAIL
SHALL HAVE A DIAMETER NO LESS THAN 1-1/4" AND NO GREATER THAN 2". HANDRAIL MUST
BE CONTINUOUS WITH ADJACENT HANDRAILS OF ADJACENT WALLS OR STAIR FLIGHTS. ALL
HANDRAILS MUST RETURN TO THE WALL, GUARD, OR WALKING SURFACE. TOP OF HANDRAIL MUST
EXTEND MIN 12" HORIZONTALLY BEYOND THE TOP RISER. BOTTOM HANDRAIL MUST CONTINUE
BEYOND TO THE DEPTH OF ONE EQUILIVANT RISER AND THEN EXTEND HORIZONTALLY ANOTHER
12". STAIR RISE & RUN REQUIREMENTS: RISE 4"-7" & RUN 11" MIN.
HEIGHT V.I.F.
EGRESS BALCONY TO COMPLY W/ SECTION 1021
42" GUARDRAIL W/ TOP
& BOTTOM XTENSION
11"
-9/16„
KNIFE PLATE,"
LANDING
19 RISERS @ 6-9/16"
EQUALLY SPACED
ro I
STAIR ASSEMBLY - L (front
PLOT SCALE: 3/8" = 1'-0"
4"
4" CONCRETE SLAB
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