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CODE COMPLIANCE NOTES:
PHASE I& I
Occupancy Classification: A 2,1
Construction Classification: Type SC i h o u r.
(Construction classifidation is based upon Pecsok, Randall,
Nice & Associates' best Information of* the existing
construction as gathered through review of the facility and the
construction documents prepared by other architects which
were used to building the building. All of the requirements of
Type It 1 hour construction and other requirements of the
current Building Code may not be present In the existing
facility. All remodeled areas will use materials and assemblies
as required by current code.)
AREA., Existing 15,719
Addition 797
Total 16,516 G.S.F,
Allowed Area From Table 50 10,500 G.S.F.
Allowable Area increase for open yard on 3 sides
506.& (2) tft 100% = 21,000 G.S.F.
PHASE X Area #1
Occupancy Classification: A 2.1
Construction. Classification: Type 71 hour
AREA. 8,117.5 G.S.F.
Allowed area from Table 5C: 10,500 G.S.F.
PHASE X Area #2 and PHASE X
Occupancy Classification; A 2.1
Construction Classification: Type Y i hour
A.
AAMI* 9,330
Allowed •res from Table 5C: 10,500 G.S.F.
/1*1 7-N
C %)
55i Hue) 265' FROM -rHE
FACE of P�o•bI5 7L 6i' THE
OVVQr_Q'5 SLP_VE'.rop..
s- aced placed horizontally or applied at right angles to top of
25 gauge 1 5/8" deep by 1" vertically with vertical joints over joist or truss with 8d nails. The
galvanized steel runner channels are studs nailed 6" on center with 1 plywood thickness shall not be less /! O
first installed parallel to and on 3/4" by No. 11 gauge by 7/16" head than 1/2" nor less than required by
each side of the top beam flange to galvanized nails. Inner layer of Chapter 25.
provide a 1/211 clearance to the wallboard placed horizontally or i \
flange. The channel runners are vertically and nailed 8" on center Base layer 5/8" Type X gypsum
attached to deck or floor with 6d cooler or wallboard nails. wallboard applied at right angles to 1� A
construction with approved fasteners Outer layer of wallboard placed joist or truss 24" on center with i // �(,
spaced 12 on center. U- shaped horizontally or vertically and 1/4" Type S or Type W drywall screws \ \ �`c Q�� �' :�' A3
brackets are formed from members nailed 8" on center with 8d cooler 24" on center. Face layer 5/8" Type ` P
identical to the channel runners. or wallboard nails. All joints X gypsum wallboard or veneer base
At the bent portion of the U- shaped staggered with vertical joints over applied at right angles to joist or V /
bracket, the flanges of the channel studs. Outer layer joints taped and truss through base layer with 1 7/811
are cut out so that 1 5/8" deep finished with compound. Nailheads Type S or Type W drywall screws 12"
corner channels can be inserted covered with joint compound. No. 20 on center at joints and intermediate
without attachment parallel to each gauge corrugated galvanized steel joist or truss. Face layer joints
side of the lower flange. u 11 offset 24" from base layer joints, 1
g wall ties 3/4 by 6 5/8 attached to Y j
each stud with two 8d cooler or 1/2" Type G drywall screws placed 211 • Cr /'
wallboard nails every sixth course back on either side of face layer
As an alternate, No. 24 gauge 1" by of bricks. end joints, 12" on center.
/
2" runner and corner angles may be
used in lieu of channels, and the
web cutouts in the U- shaped brackets
may be omitted. Each angle is
attached to the bracket with 1/2"
long No. 8 self - drilling screws.
The vertical legs of the U- shaped
bracket are attached to the runners
with 1/2" long No. 8 self- drilling
screw. The completed steel framing
provides a 2 1/8" and 1 1/2" space
between the inner layer of wallboard
and the sides and bottom of the
steel beam, respectively. The inner
layer of wallboard is attached to
the top runners and bottom corner
channels or corner. angles with 1
1/4" long No. 6 self- drilling screws
spaced 16" on center. The outer
layer df wallboard is applied with 1
3/4" long No. 6 self- drilling screws
spaced 8" on center. The bottom
corners are reinforced with metal
corner beads.
BASEMENT PLAN
SCALE 1 j 16" t 1'
M
No work required in Basement except as required for
relocation of exterior A/C units or Mechanical & Electrical tie -
ins. Any selective demolition related to this Mechanical &
Electrical work shall be repaired /replaced with like materials
to match existing. '.
AA ANA Ai.ic.H '61 1
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Opt"N YARD TO
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000 "IN PARTIAL ATTIC, PLAN
5'
I _ /'6, i. SCALE 1/ 16": 1 -0
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7 (L 1,
0 2
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PANIC PANIC
OPEN -rAP -D -To
PP_0P59.'r'-r LINt5
II3.5'
\ 2
A
k
FIRST FLOOR PLAN-
SCALE "I / 16" 1' -0"
BLDG..
NORTH
NOTE: this sheet is not provided only for the use of the State
Department of Fire and Building Services. All contractors,
regardless of trade, are responsible for the code information
shown herein.
S_E KB LIES P E. R
TYPE It
OUILDIN0 ELEMENTS
1 -Hr
1,
Exterior Searing Wails
i Hour
2,
Interior Bearing Walls
1 Hour
3.
Exterior Nonbearing Walls
1 Hour
d.
Structural Frame
1 Hour
5.
Partitions - Permanent .
1 Hour
6.
Shaft Enclosures
1 Hour
7.
Floors - Ceilings /floors
1 Hour
8.
Roofs • Ceilings /Floors
1 Hour
9.
Exterior boors 4nd Windows
0 Hour
ADDITIONAL
REOUIREMENTS-
layers applied vertically and nailed
/1*1 7-N
C %)
55i Hue) 265' FROM -rHE
FACE of P�o•bI5 7L 6i' THE
OVVQr_Q'5 SLP_VE'.rop..
s- aced placed horizontally or applied at right angles to top of
25 gauge 1 5/8" deep by 1" vertically with vertical joints over joist or truss with 8d nails. The
galvanized steel runner channels are studs nailed 6" on center with 1 plywood thickness shall not be less /! O
first installed parallel to and on 3/4" by No. 11 gauge by 7/16" head than 1/2" nor less than required by
each side of the top beam flange to galvanized nails. Inner layer of Chapter 25.
provide a 1/211 clearance to the wallboard placed horizontally or i \
flange. The channel runners are vertically and nailed 8" on center Base layer 5/8" Type X gypsum
attached to deck or floor with 6d cooler or wallboard nails. wallboard applied at right angles to 1� A
construction with approved fasteners Outer layer of wallboard placed joist or truss 24" on center with i // �(,
spaced 12 on center. U- shaped horizontally or vertically and 1/4" Type S or Type W drywall screws \ \ �`c Q�� �' :�' A3
brackets are formed from members nailed 8" on center with 8d cooler 24" on center. Face layer 5/8" Type ` P
identical to the channel runners. or wallboard nails. All joints X gypsum wallboard or veneer base
At the bent portion of the U- shaped staggered with vertical joints over applied at right angles to joist or V /
bracket, the flanges of the channel studs. Outer layer joints taped and truss through base layer with 1 7/811
are cut out so that 1 5/8" deep finished with compound. Nailheads Type S or Type W drywall screws 12"
corner channels can be inserted covered with joint compound. No. 20 on center at joints and intermediate
without attachment parallel to each gauge corrugated galvanized steel joist or truss. Face layer joints
side of the lower flange. u 11 offset 24" from base layer joints, 1
g wall ties 3/4 by 6 5/8 attached to Y j
each stud with two 8d cooler or 1/2" Type G drywall screws placed 211 • Cr /'
wallboard nails every sixth course back on either side of face layer
As an alternate, No. 24 gauge 1" by of bricks. end joints, 12" on center.
/
2" runner and corner angles may be
used in lieu of channels, and the
web cutouts in the U- shaped brackets
may be omitted. Each angle is
attached to the bracket with 1/2"
long No. 8 self - drilling screws.
The vertical legs of the U- shaped
bracket are attached to the runners
with 1/2" long No. 8 self- drilling
screw. The completed steel framing
provides a 2 1/8" and 1 1/2" space
between the inner layer of wallboard
and the sides and bottom of the
steel beam, respectively. The inner
layer of wallboard is attached to
the top runners and bottom corner
channels or corner. angles with 1
1/4" long No. 6 self- drilling screws
spaced 16" on center. The outer
layer df wallboard is applied with 1
3/4" long No. 6 self- drilling screws
spaced 8" on center. The bottom
corners are reinforced with metal
corner beads.
BASEMENT PLAN
SCALE 1 j 16" t 1'
M
No work required in Basement except as required for
relocation of exterior A/C units or Mechanical & Electrical tie -
ins. Any selective demolition related to this Mechanical &
Electrical work shall be repaired /replaced with like materials
to match existing. '.
AA ANA Ai.ic.H '61 1
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Opt"N YARD TO
PROPERT'I'
LIN5 1-75.6'
3
A4
D
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'N'
Q_ �, �� \���,�' "/ ` > Opel YA2D TO
I �� ` � PP_0P52.TY LINE loh.5'
(� A� j'➢C � \ '1
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h•��j \
VOA.
IT
000 "IN PARTIAL ATTIC, PLAN
5'
I _ /'6, i. SCALE 1/ 16": 1 -0
Q �' ' `
7 (L 1,
0 2
�l
O i �
X
/
PANIC PANIC
OPEN -rAP -D -To
PP_0P59.'r'-r LINt5
II3.5'
\ 2
A
k
FIRST FLOOR PLAN-
SCALE "I / 16" 1' -0"
BLDG..
NORTH
NOTE: this sheet is not provided only for the use of the State
Department of Fire and Building Services. All contractors,
regardless of trade, are responsible for the code information
shown herein.
S_E KB LIES P E. R
U
.FIR1,E__R.A,T_ED_AS
i6_," _o
U
2 HOUR
PARTITIONS
TABLE N0, 43 -A
~11,
d M
O
16 -1.5
2" x 6" wood studs 16" on
7:$
v Q
Sim.
center with two layers 5/8" Type X
1 HOUR
STEEL COLUMNS
TABLE NO.
43 -B
co
gypsum wallboard each side. Base
o 0-i
O>
La
W W
layers applied vertically and nailed
1 -7.2
Three layers of 5/8" Type X gypsum
1 HOUR INTERIOR PARTITIONS
w
with 6d cooler or wallboard nails at
Z
wallboard. First and second layer
Q
�
O
9" on center. Face layer applied
held in place by 1/8" diameter by 1
16 -1.3
2" x 4" wood studs minimum 24" on
vertically or horizontally and
3/8" long ring shank nails with
center maximum with 5/8" Type X
nailed with 8d cooler or wallboard
5/16" diameter heads spaced 24" on
gypsum wallboard applied vertically
nails at 7" on center. For nail -
center at corners. Middle layer
or horizontally nailed with 6d
adhesive application, base layers
also secured with metal straps at
cooler or wallboard nails at 7" on
are nailed 6" on center. Face
mid - height and 18" from each end,
center with end joints on nailing
n
layers applied with coating of
and by metal corner bead at each
members. Stagger joints each side,
approved wallboard adhesive and
corner held by the metal straps.
nailed 12" on center.
Third layer attached to corner bead
1 }TOUR EXTERIOR WALLS
with 1" long gypsum wallboard screws
TABLE NO. 43 -C
spaced 12" on center.
17 -1.5
2 1/4" x 3 3/4" clay face brick
Sim.
��
with cored holes over 1/2 gypsum
1 HOUR
FLOORS /CEILINGS OR ROOFS /CEILINGS
1 HOUR
STEEL BEAMS
sheathing on exterior surface of 2"
x 6" wood studs at 24" on center and
21.1 -1
Wood joist, floor trusses and roof
2 -4.1
Two layers of 5/8" Type X gypsum
one layer 5/8 „ Type X gypsum
trusses spaced 24" on center with
p
wallboard are attached to U- shaped
wallboard on interior surface.
1/2” plywood with exterior glue
brackets s aced 24" on center No
/1*1 7-N
C %)
55i Hue) 265' FROM -rHE
FACE of P�o•bI5 7L 6i' THE
OVVQr_Q'5 SLP_VE'.rop..
s- aced placed horizontally or applied at right angles to top of
25 gauge 1 5/8" deep by 1" vertically with vertical joints over joist or truss with 8d nails. The
galvanized steel runner channels are studs nailed 6" on center with 1 plywood thickness shall not be less /! O
first installed parallel to and on 3/4" by No. 11 gauge by 7/16" head than 1/2" nor less than required by
each side of the top beam flange to galvanized nails. Inner layer of Chapter 25.
provide a 1/211 clearance to the wallboard placed horizontally or i \
flange. The channel runners are vertically and nailed 8" on center Base layer 5/8" Type X gypsum
attached to deck or floor with 6d cooler or wallboard nails. wallboard applied at right angles to 1� A
construction with approved fasteners Outer layer of wallboard placed joist or truss 24" on center with i // �(,
spaced 12 on center. U- shaped horizontally or vertically and 1/4" Type S or Type W drywall screws \ \ �`c Q�� �' :�' A3
brackets are formed from members nailed 8" on center with 8d cooler 24" on center. Face layer 5/8" Type ` P
identical to the channel runners. or wallboard nails. All joints X gypsum wallboard or veneer base
At the bent portion of the U- shaped staggered with vertical joints over applied at right angles to joist or V /
bracket, the flanges of the channel studs. Outer layer joints taped and truss through base layer with 1 7/811
are cut out so that 1 5/8" deep finished with compound. Nailheads Type S or Type W drywall screws 12"
corner channels can be inserted covered with joint compound. No. 20 on center at joints and intermediate
without attachment parallel to each gauge corrugated galvanized steel joist or truss. Face layer joints
side of the lower flange. u 11 offset 24" from base layer joints, 1
g wall ties 3/4 by 6 5/8 attached to Y j
each stud with two 8d cooler or 1/2" Type G drywall screws placed 211 • Cr /'
wallboard nails every sixth course back on either side of face layer
As an alternate, No. 24 gauge 1" by of bricks. end joints, 12" on center.
/
2" runner and corner angles may be
used in lieu of channels, and the
web cutouts in the U- shaped brackets
may be omitted. Each angle is
attached to the bracket with 1/2"
long No. 8 self - drilling screws.
The vertical legs of the U- shaped
bracket are attached to the runners
with 1/2" long No. 8 self- drilling
screw. The completed steel framing
provides a 2 1/8" and 1 1/2" space
between the inner layer of wallboard
and the sides and bottom of the
steel beam, respectively. The inner
layer of wallboard is attached to
the top runners and bottom corner
channels or corner. angles with 1
1/4" long No. 6 self- drilling screws
spaced 16" on center. The outer
layer df wallboard is applied with 1
3/4" long No. 6 self- drilling screws
spaced 8" on center. The bottom
corners are reinforced with metal
corner beads.
BASEMENT PLAN
SCALE 1 j 16" t 1'
M
No work required in Basement except as required for
relocation of exterior A/C units or Mechanical & Electrical tie -
ins. Any selective demolition related to this Mechanical &
Electrical work shall be repaired /replaced with like materials
to match existing. '.
AA ANA Ai.ic.H '61 1
�j
Opt"N YARD TO
PROPERT'I'
LIN5 1-75.6'
3
A4
D
�Q
i
A` q �V
y
,3s
Q J�
t �N
/! y •
'N'
Q_ �, �� \���,�' "/ ` > Opel YA2D TO
I �� ` � PP_0P52.TY LINE loh.5'
(� A� j'➢C � \ '1
,y
\ 10 , \
/ w
P'V \� �� )�,Q�\d\ \l \j/ �0
w
Q- f },, ti U
G 1U il.
A4
C)
h•��j \
VOA.
IT
000 "IN PARTIAL ATTIC, PLAN
5'
I _ /'6, i. SCALE 1/ 16": 1 -0
Q �' ' `
7 (L 1,
0 2
�l
O i �
X
/
PANIC PANIC
OPEN -rAP -D -To
PP_0P59.'r'-r LINt5
II3.5'
\ 2
A
k
FIRST FLOOR PLAN-
SCALE "I / 16" 1' -0"
BLDG..
NORTH
NOTE: this sheet is not provided only for the use of the State
Department of Fire and Building Services. All contractors,
regardless of trade, are responsible for the code information
shown herein.
N0, 1570
STATE OF
Q` ,�GjSTf9• F/L�ii
860205
STATE OF ,
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STATE OF
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860205
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