2002-483 (2) ,
GENERAL BUILDING 'CONSTRUCTION CHECKLIST
Subehapter-E Applications ti
Owner: Reviewed b
W�PPEN Ting y:
Location: z Date-
Type�:of Work: Within Fire Limits:,
Datel'of Substantial Completion:
Note::-Topics listed in italics,__are..,available only to buildings which are IO
f years or older.
Is this.a Manor .BuIldinz _? See Table I-1233 Yes or No
No ' Topic ' Code Required or, Actual .
Section Allowed.
1 Occupancy proposed 701.4 '{
Fire Hazard `Class 762
y
2 i Construction Type 704.1
3 Height & Fire Area 705.4
Basic Area Tables 705 /
Basic Height 63/
Accessibility 705.5b
-Sprinkler Increase 705:5c
109 allowance 1233.2c
3',Story wood frame 1233.2d
4 Space�Re.quirements
Ceiiing, Height 762.3 eN1
762.4
Existing Ceiling 1233.3b
t
5 Light & Ventilation 763.
Artificial Light 763.1
Natural. Light 763.2 /q
Ventilation 763.3 V
, ' . Existing -1233.36
6 Special Stairs 754.1
2 trra�' V�r1
VVV
C-1
No Topic Code Required or'' Actual.
Section Allowed $
7a Exits
i. Number 765;8
One Exit Permitted Tb X-765-
Units of Exit Width
F
Distance of Travel Tb VI-765
Dead End Corridor 765.1j . t
Enclosure Tb III-704
Existing Enclosure 1233.4c
Corridor Width Tb I-765 E
Door Width Th V-765
Existing Doors 1233.4b
Smoke Stops 765.2a
Opening-Protectives Tb III-771
Panic Hardware ' 765.5a4
Door Alarms . ` 1060.9a-
7b Stairways 765.4
Access to'Roo£ 765.4a
"Dimensions Tb IV-765 `
Existing Dimensions 1233.4a4
i
f Combustible stairs" 765,:4b2
765.4c3
Existing Comb. Stair 1233.4a2
i Minor Bldg 1233.4a6&7
Handrails - 765.4all
8. Safety Glazing ' 766.1
9. i Garages and-Parking 767
Structures
10 ; Malls and Passageways
Passageways 768.1
Malls 768.2
11 } Atriums 769
1 � Existing 1233.8 !
12 Exterior Fire Spread Part 770
r: Distance Separation Tb I-770
kxI s tIn 1233.5b
Tb IV-1233
Construction Limitsl 770.2c&d
Type 0 & 5 1233.5c
r "Party Walls 770.6
Parapet 1233.5a
Finishes 770.8
C-2 r
No Topic Cade Required or ' Actual
Section Allowed
13 Interior Fire Spread, . Part 771 f &
Fire Separation Th. II-771
Mixed Occupancy 771.4a6
' ;A11ovable Mix 1233.6benings 771.41isting Openings. 1233'.6are Stopping 771.5c scwizf 5.11
4
nterior Finish _ -772.2 j
Existing, 1233.7 l
15 Plastic Materials Part 773
Part •1120
Existing 1237.3
16 Fire Protection.Equip
Fire Alarm System 774.2
Zoned System 1060.2a5
Battery Backup 1060.2d1
' Pull Box travel Tb' I-1060
Fire Dept Connection 774.1b
Detection system- 774.3
Sprinkler System 774.4
Standpipe System 774.5
Yard-Hydrants 774.6
Watchman System 774.7
Auto Vent 'Alarm 774.8
Coodinated Fire Safety 774.9
17 SPECIAL HAZARDS
Areas of Pub. Assemb.
'Fire & Smoke Det. 791
Sprinkler Syste 792
Gas Pumps .. 774.10
1231.3e
Emergency Ventilation- 1004.-2£
Fan�Shutdown 1004.2e
Exhaust'Hood. System 1064.2b
18 Design Loads
Snow 803.3
Floor Tb III-803
Wind Tb V=803
Tb_'VI-803
Existing Adequate 1237.2
'C-3 i
x • A.
i
No Topic Code Required or Actual
Section Allowed
19 Plumbing P/(
Fixtures 900.2
Materials 904.6 c4j
-Freezing 850.7
Existing Adequate 1237.1
20 'Heat Producing Equip.
Prohibited Locations 1000.2d
Enclosure -771.43
Air Supply 1000.2g,
Vents and Chimneys
Prohibited Uses 1005.2 MAL,
Outlet Location Th 1-1005
, Existing Adequate 1237.1
21 Electrical
Metal Veneers 1030.lg
Emergency Power 1032.2 '
Emergency Lights Th 1-1032
Exit Lights 1033
Existing Adequate 1237.1
22 Accessibility A117.1-92
Ext&rior Facilities 1101.1
Interior Routes 1101.3
Interior Elements 1101.4
Areas of Refuge 1101.5c
Assembly Space 1101.6
Specific Occupancies 1102
Existing Buildings 'Pirt 1236
23 Energy Requirements Energy Code
; Certification 7810.10
1/4
I.
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Xer
ore',
Allrti
CIS
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TOWN OF QUEEHSBURY
FIRE MARS p�ryCE
REWEM 8Y
DATE t` _
comiwem
-��OFI
Town of Queensbury Fire M
jp l
A minimum of Fire E
with a minimum rating of A
r,-:st be properly tested and installed
pour to occupancy-
nocts cm 11 m - am
plans and apedllcrin a
compliam with tl18 Cods
Oki Ce
T,>-f't of Queensbury Fire Marshal
15Lb.
A minimum of Fire F_xtnningt48h6fS
with a minimum rating of �n l
vim;st be properly tested and instel{e<!
pout to occupancy.
REAR ELEVATION
our AW N10" NA m
r-ftn^w10- ci c1k1a=f'!&1
LEFT SIDE ELEVATION
0 T I C
LEVER HANDLES REQUIRED
ON ALL PASSAGE DOORS
WHETHER INTERIOR OR
EXTERIOR DOORS
"ME
POIM�ION 11W BE COVERED
IVA ZSMNItiiE1HERAlAL BARRIfF
1 1'luE
OW MR 111SULMION MUST BE
COVERED BY NON-CMUSTIBCE BAPPIM
COPY
" r e: �;r !Irnited exarnine :ion,
Ornp!iai~ce w!th our comments shall
r "It be construed as indicating the
plane and specifications are in kil!
Ct
d,
wmewith ihp Tide.
.S
T0V4 � F- Q U EZ
BUILDING
REVIEWED BY
ya[,
`� a 2002
OF NEL9 Y
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Scale :1/4"=1'-O"
Drawn BY:
Job #
Date
Revisions
FOUNDATION NC
1) TYPICAL FOUNDATION
WITH #48ARe 24"O.C. R
DEEP CONT. FOOTINGS N
NOTED OTHERWISE ON
2) ALL CONCRETE WORK
WITH GENERALLY ACCEF
WEATHER CONSTRUCTIC
PRACTICE SHOULD BE FO
COLD WEATHER.
3)PROVIDE NECESSARY'
DEWATERING TECHMQI
WATER.
4) FOOTINGS ARE DESIG
VALUE OF 2.000 PSF. ALL
SHALL BE AT LEAST 4'-0
LOCATION
5) CONCRETE FOR FOOT]
HAVE A MINIMUM COMP
6) ALL FOOTING AND FC
REINFORCEMENT STEEL
THE SPECIFIED SIZE CO
MINIMUM OF 3" CLEAR (
REINFORCEMENT PLACE)
7) VERTICAL REINFORCE
24" BEYOND THE TOP 0'
WHERE PROJECTING IN
8) ALL REBAR SPLICES S
STANDARDS.
9) PROVIDE FOUNDATI(
(MAX) ALONG WALL LEI'
STARTED/LOCATED WI
ALL CONTROL JOINTS
JOINTS
10) IN ALL SLABS. PLAC
NOT MORE THAN 20'-0
SLAB NOTES
1) CONCRETE FOR ALL 5
A MINIMUM 28 DAY CO
2) INTERIOR CONCRETI
BE A TRUE, SMOOTH TF
3) ALL EXPOSED EXTER'
FINISHED AND SLOPEL
AT 1/4" PER V-0"
4) SLAB CONST. AND S,
PROVIDED IN THE LOC,
JOINTS MAY BE INTEF
SEQUENCE USED. SAW
WITHIN REQUIRED TI
WITH APPLICABLE AST
i�
ILM■It■I
6" STEEL STUDS
5/6 GYPSUM
FIBER. INSUL. FOR SOUND
TEAR AWAY JAYBEAD
PLUMBING WALL (WET WALE.)
SCALE: 1/2" =1'-0"
TYPICAL FRAMES AND D�S
Ulu Wa'e
12'-0" 41_611 — 12'-011 31_o11 - T'v
FILL CORE FULL WITH
SEALANT, TYP
MORTAR
GROUT FRAME
O
o
8• CMU WALL'
HOLLOW METAL FRAME
12" CMU WALL
JAMB ANCHOR
3 PER JAMB
TYPICAL JAMB DETAIL
--ry -V
AREA
6313 sq ft
31' 411
21_8
11 -"1 A 11 21_�11 ni All 2' 6" 71 A 11 21_8
11
0 o Sl, TV Area
1 1
O c
�n I Office area ti
V -V 1_
0
1
7
co
1
zo
N
1
r
r
1
M
M
0
AlP�
t� 1
6,7^
Scale :1/+11 = 1'-01'
Drawn B
Job #
Date
Revisions
Elev. = 20' -11/2"
Elev. = 14' -1 1/2"
Elev. = 10' -0"
Fin, Floor
Elev. = 0' -0"
Elev. = 4-1 1/2"
'Z - le. root pitch to back
bber roof
'8 OSB with H clips'',
e eng, roof trusses 16" O.C.
irregated metal with, consealed fasteners
um. vented soff it
-38 Fraft face fiber. insul.
f8 Type x gypsum
T. 242
i" Anchor bolts @ 8' O.C. & 1' from corners
ant. bond beam w/ (2) cont. #5 bar reinf.
All Overhang
if ill w/ solid masonry
116x26 Lintel
Iv. Steel Plate 3/8" k 11-1/2" x the
9th of M.O. + 8" bearing each end
;ore fill insulation all exterior block walls
'oncrete paint
U coarses arch slit face block (14')
/2" Expansion joint w/ sealant
ont. floor drain pitched to oil seperator
5" poured concrete slab 4000 PSI with WWF
z" R-10 T&& Foam insulation
6 Mill poly
#4 bars horizontal @ 24" O.C.
0*4 bar vertical @ 4' O.C.
2" R-10 T&& Foam insulation
Cont. keyway
5- #5 bars cont.
1211x 36" concrete footing
Elev. = -5' -1 1/2"
3'-0" —�
6 WALL SECTION
A4 Scale 3/4"=1'-0"
Elev. = 20'-11/2"
Elev. = 14'-11/2"
17 618
fooe bl
of exte
30' 610
Elev. = i' 41"
I� z'-u- --I
WALL SECTION
A4 Soak inp_i-o
DESIGN LOADS
Roof
Snow/Dead 60 PSF
Equipment- loads as applicable
Wind
In accordance with N.Y.S. fire
prevention and building code.
Total wind pressure
15 to 18 P5F
(windward + leeward)
OF NEiVCb Y
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A 03 52
F NP
I
Scale :
Drawn BY:
Job #
Date
Revisions
Rubber roofing
ire insulation to fill void to
iderside of roof sheathing
/8 058 roof sheathing w/
Iclips
're enq. roof trusses @
!4" O.C.
2-3 8 Kraft face fiber. insul.
5/8 Type X Gypsum
lx3 pine
;ontinuous bond beam w/ (2)
:ont. #5 bar reinf.
#4 bar vert. rei of . @ 48" O.C. .
Grout reinf. cores solid
12" fire rated block (3hrs)
#4 bar @ 24" O.C. alternating
5" poured concrete slab 4000 PSI
with WWF
3- #5 bars cont.
12"x 24" mono poured footing
1 WALL SECTION
A4 Scale 3/4"=1' -0"
Pre eng. trusses
O.C.
@ 24"
x
r-2 WALL SECTION
—. Scale 3/4"=1-0"
Fire insulation to fill void to
underside of roof sheathing
Rubber Roof
5/8 058 sheathing
Pre eng. trusses @ 16" O.C.
R-38 Kraft face fiber. insul.
5/8 type x Gypsum
14 pine
.ontinuos bond beam w/ (2) cont.
10 bar rei of .
8" fire rated block Mrs)
#4 bar vent, reinf. @ 48" O.C.
Grout reinf. cores solid
bar @ 24" O.C. alternating
5" poured concrete slab 4000 PSI
with WWF
3- #5 bars cont.
10"x 20' mono poured footings
I� Z.-u. —'I
3 WALL SECTION
4 Scale 3/4"=1'-0'
Rubber roof
5/8 OSB with H clips
Pre eng. roof trusses @ 24" O.C.
Corregated metal with consealed fasteners
Alum. vented soffit
R-38 Fraft face fiber. insul.
5/8 Type x gypsum
P.T. 242
16" Anchor bolts @ 8' O.C. & 1' from corners
Cont. bond beam w/ (2) cont. #5 bar reinf.
2'-0" Overhang
Core fill insulation all exterior block walls
Concrete paint
21 coarser arch slit face block (14')
1/2" Expansion joint w/ sealant
5" poured concrete slab 4000 PSI with WWF
2" R-10 US Foam insulation
6 Mill poly
#4 bars horizontal @ 24" O.C.
#4 bar vertical @ 4' O.C.
2" R-10 T&& Foam insulation
Cont. keyway
3- #5 bars cont.
12"x 24" concrete footing
Scale :
Drawn BY:
Job #
Date
Revisions
0
T.O. Block Wa
Elev. = 14' -0"
Elev. = 8'-9 1/2"
Elev. = 8' -0"
Elev. • ' 4'1
Fin. Floor
Elev. = 0' —0"
Attic Area
WALL SECTION
Scale V=V-0"
ration of fresh air
uip. as req. by',NYS
ilding code
/4 T&& OSB glued & nailed
i ber. i nsu I. for sound
x8 floor joist @16" O.C.
,T. 2x8
nchor bolts @6' O.C.
- 5/16 x 3 1/2 x 3 1/2 Angle iron header
'RP w/1/2" 058 backing (ceiling and walls)
S" block wall
VCT f looring
Vi n ly baseboard
#4 bar @ 24" O.C. alternating
5" poured concrete slab 4000 PSI with WWF
3- #5 bars cont.
10"x 20' mono poured footings
r�� L--V
--I
( 7
WALL SECTION
A5 Scck 3/411= V-0"
Ift ' Der roof
OSB with H clips
eng. roof trusses @ 24" O.C.
-regated metal with consealed fasteners
im. vented soffit
38 Fraft face fiber. insul.
3 Type x gypsum
242
'Anchor bolts @ 8' O.C. & 1' from corners
nt. bond beam w/ (2) cont. #5 bar reinf.
Pop ceiling
3/8 x 5 1/2 x 5 1/2 Angle iron header
W' High R sheathing
3 Furing @ 16" O.C.
12 Gypsum board
coats washable finish paint
ore fill insulation all exterior block walls
1 coarses arch slit face block (14' )
FCT flooring
12" Expansion joint w/ sealant
i" poured concrete slab 4000 PSI with WWF
?" R-10 T&G Foam insulation
5 Mill poly
AM bars horizontal @ 24" O.C.
04 bar vertical @ 4' O.C.
2" R-10 T&G Foam insulation
font. keyway
3- #5 bars cont.
1211x 24" concrete footing
,OF
NEW r
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Scale :
Drawn BY:
Job #
Date
Revisions
PRE ENG. ROOF TRUSS
24" O.C. 60LB SNOW
LOAD
5/8 TYPE X to be extended 2'
outside of building line in front
and back
SMOKE WALL - 5/8
TYPE X GYPSUM
BOARD TAPED ONE
SIDE
1 Firestoppin9 detail
D-1 scalel/2"=1'-0"
142
Tank containment unit
sooe- w
Door Schedule
Door Frame M Finish Remarks
a a dot
Rough Opening 2 .� .� d c L.
�O
p°° u U.
O
i 3'-4" x 7'-4" 1-3/4" 18 H.M. H.M. 166 NO Paint Point Lever handle Closer
2 3'-4" x 7'-4" 1-3/4"1 18 H.M. H.M. 166 3Hr Paint Paint Lever handle Closer
3 3'-4" x 7'-4" 1-3/4"1 18 Insul H.M. 16G I NO Paint Paint Lever handle Closer
4 6'-4" x 7'-4" 11-3/4" 18 H.M. H.M. 16G 3Hr Paint Paint Lever handle Closer
5 6'-4" x 71-4" 1-3/4" Insul H.M. 16G NO Alum Alum Push/ II plates Kawneer
6 10' x 10' 2" insul pre side mount auto
7 12'x 12' 2" Insul pre side mount auto
g 6'x 7'-4" 2" Insul re side mount auto
NOTE- Verify all openings before const. begins
42 min
I
I
CLEAR _
I FLOOR
I SPACE
�I 00
v
CABO/ANSI A117.1-1992
18
455
NN
A
8
Fig. B4.17.2
Clear Floor Space at Water Closets
12 max
�,
ff:•
54 min 1370
42 min
1065
36 max
305
79 -
`'
I if
915 TOILET PAPER
-- DISPENSER
190_2w
• f•}
i_�
D, N co Ol
V_ c�S • r�i ao
Fig. B4.17.3
Water Closet
Side View
C
'
C
en E
0
N
n
N
X
u1
E00
c
�
E
0
i
E
M
N
r`
I
N
Co
•v:
11 min
LEG CLEARANCE ,per
E C010
TOE CLEARANCE
17 min FIXTURE DEPTH
NOTE: Dashed line indicates dimensional clearance of optional under fixture enclosure.
Fig.B4.20.3.1
Leg Clearances
2 Handicap Notes
�- Scale- No
OF iVEPWV
C-3PPP�KEITN� 0,9
A 4Ak
e2
0667 w�l
Scale :
MINISERIES
Drawn By: -
Job #
Date
Revisions
T.O. Roof Line
Elev. = 20' -1 1/2"
' Elev. = 14' -1 1/2"
1' Elev. = 10' -0"
Fin. Floor
Elev. = 0' -0"
T.O. Footina
Elev. = -4' -1 1/2"
Bottom footing
Elev. = -5' -1 1/2"
31-011
6 WALL SECTION
A4 Scale 3/4"=V-0"
1/2 - 12 roof pitch to back
Rubber roof
5/8 0513 with H clips
Roo- 5� ps t L �r� Lam. d
Vio-tl s ) js P SV
Z-I4vc.'� 4 Ca ti ice. 30 PSZ
)re eng. roof trusses @16" O.C.
:orregated metal wi' h consealed fasteners
Alum. vented soffit
Z-38 Fraft face fiber. insul.
5/8 Type x gypsum
).T. 2x12
16" Anchor bolts @ e' O.C. & 1' from corners
;ont. bond beam w/ (2) cont. #5 bar reinf.
3' -0" Overhang
of ill w/ solid masonry
/16x26 Lintel
1Iv. Steel Plate 3/8 x 11-1/2" x the
ngth of M.O. + 8". beari ng each end
ore fill insulation all exterior block walls
oncrete paint
1 coarses arch slit face block (14')
'2" Expansion joint w/ sealant
,nt. floor drain pitched to oil separator
" poured concrete slab 4000 PSI with WWF
' R-10 T&G Foam insulation
Mill poly
4 bars horizontal @ 24" O.C.
4 bar vertical @ 4' O.C.
' R-10 T&G Foam insulation
,nt. keyway
#5 bars cont.
"x 36" concrete footing
T.Q.Line
Elev. = 20'-1 1/2"
t' Elev. =14'-1 1/2"
174181
face bla
of cxtei
30' alon
Y Elev = 6'-11"
N
7 WALL SECTION
4 scale 1v2r-I'-
8 BAY
BUILDING
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FScale : as noted
IME
Drawn B :
Job #
Date 11-29-01
Revisions
Cross Section
A--6
A