A-606A
3
A-606A
4
ALUMINUM CURTAINWALL SYSTEM W/ CONT. PERIMETER SEALANT
PRECAST CONC. SILL W/ DRIP, FULL LENGTH OF WINDOW; SEE EXTERIOR ELEVATIONS
EXISTING WALL CONSTRUCTION TO REMAIN
ALUMINUM CURTAINWALL SYSTEM W/ CONT. PERIMETER SEALANT
EXISTING WALL CONSTRUCTION TO REMAIN
EXISTING STRUCTURE TO REMAIN
MIN. 2" THERMAFIBER FIRESPAN 90 INSULATION
MIN. 2" OWENS CORNING THERMAFIBER FIRESPAN 90 VERTICAL MULLION COVER HELD IN PLACE USING SPIRAL ANCHORS SPACED MAX. 12" O.C.
2 HOUR CURTAINWALL/ FLOOR INTERSECTION
REPLACE UPPER-MOST BRICK OF EXISTING M.O.; SEE SPECIFICATION FOR MFR AND BLEND RATIO
MILLWORK; SEE INTERIOR DWGS.
SOLID SURFACE SILL WITH LOUVER; SEE INTERIOR DWGS. PROVIDE BLOCKING AND SUPPORT AS REQUIRED
MILLWORK; SEE INTERIOR DWGS.
SOLID SURFACE SILL WITH LOUVER; SEE INTERIOR DWGS. PROVIDE BLOCKING AND SUPPORT AS REQUIRED
REFER TO RCP & FINISH SPECIFICATIONS FOR CEILING FINISH
EXISTING PLATE; SCRAPE PRIME & PAINT
CONT. SEALANT AT FRAME AND SOLID SURFACE
CONT. SEALANT AT FRAME AND SOLID SURFACE, TYP.
A-606A
2Sim
ALTERNATE: REPLACE ALL BRICK BELOW CAST SILL IN ITS ENTIRETY WITH GROUND FACE MASONRY BLOCK, REFER TO ALTERNATE SCOPE OF WORK.
SPECSEAL AS200 ELASTOMETRIC SPRAY
EXISTING STRUCTURE TO REMAIN
FINTUBE, REFER TO MECHANICAL DWGS.
5 1/
8"
FINTUBE, REFER TO MECHANICAL DWGS.
19' -
1" M
.O. (
V.I.F
.) (S
EE W
INDO
W S
CHED
ULE)
STEEL CLIP ANGLE, AS REQUIRED BY C.W. MFR.
ALUMINUM COLUMN COVER, BEYOND
STEEL CLIP ANGLE, AS REQUIRED BY C.W. MFR.
PROVDE NEW WINDOW SHADE. SEE WINDOW SHADE TYPES AND SCHEDULE. ANCHOR TO STUD FRAMING ABOVE.
PROVDE NEW WINDOW SHADE. SEE WINDOW SHADE TYPES AND SCHEDULE. ANCHOR TO STUD FRAMING ABOVE.
+/-
2' -
0"
3 5/8" MTL. STUD @ 16" O.C.
MTL. STUD KICKER @ 24" O.C.
3 5/8" MTL. STUD @ 16" O.C.
MTL. STUD KICKER @ 24" O.C.
A-606A
6
A-606A
7
ALUMINUM STOREFRONT SYSTEM W/CONT. PERIMETER SEALANT
PRECAST CONC. SILL W/ DRIP, FULL LENGTH OF WINDOW; SEE EXTERIOR ELEVATIONS
EXISTING WALL CONSTRUCTION TO REMAIN
EXISTING WALL CONSTRUCTION, STEEL LINTELS AND FLASHING TO REMAIN
ALUMINUM STOREFRONT SYSTEM W/ CONT. PERIMETER SEALANT
REPLACE UPPER-MOST BRICK OF EXISTING M.O.; SEE SPECIFICATION FOR MFR AND BLEND RATIO
PROVDE NEW WINDOW SHADE. SEE WINDOW SHADE TYPES AND SCHEDULE. ANCHOR TO STEEL ANGLE ABOVE.
17A
ALUMINUM STOREFRONT SYSTEM W/CONT. PERIMETER SEALANT
PRECAST CONC. SILL W/ DRIP, FULL LENGTH OF WINDOW; SEE EXTERIOR ELEVATIONS
REPLACE BRICK AT REMOVAL LOCATIONS; SEE SPECIFICATION FOR MFR AND BLEND RATIO
ALUMINUM STOREFRONT SYSTEM W/ CONT. PERIMETER SEALANT
REPLACE BRICK AT REMOVAL LOCATIONS; SEE SPECIFICATION FOR MFR AND BLEND RATIO. NEW LINTELS -REFER TO STRUCTURAL
CMU INFILL
SOLID SURFACE AT SILL, SEE INTERIOR DWGS. PROVIDE BLOCKING
PROVDE NEW WINDOW SHADE. SEE WINDOW SHADE TYPES AND SCHEDULE. ANCHOR TO STEEL ANGLE ABOVE.
FIRST FLOOR0' - 0"
A-606A
4
A-606A
3SIM.
ALUMINUM CURTAINWALL SYSTEM W/ CONT. PERIMETER SEALANT (INTERIOR / EXTERIOR)
PRECAST CONC. SILL W/ DRIP, FULL LENGTH OF WINDOW; SEE EXTERIOR ELEVATIONS
EXISTING WALL CONSTRUCTION TO REMAIN
REPLACE UPPER-MOST BRICK OF EXISTING M.O.; SEE SPECIFICATION FOR MFR AND BLEND RATIO
SOLID SURFACE SILL; SEE INTERIOR DWGS. PROVIDE BLOCKING AS REQUIRED FOR INSTALLATION LEVEL WITH TOP OF WINDOW FRAME.
ALUMINUM CURTAINWALL SYSTEM W/ CONT. PERIMETER SEALANT (INTERIOR / EXTERIOR)
EXISTING PLATE; SCRAPE PRIME & PAINT
PROVIDE THE FOLLOWING AT ALL LOCATIONS WHERE CEILING HEIGHT EXPOSES SPANDREL TO VIEW AT BLDG. INTERIOR (SEE REFLECTED CEILING PLAN AND WINDOW SCHEDULE): • ALUMINUM ANGLE, CONT. AT PERIMETER OF
WINDOW FRAMING. SILICONE TO ALUM. FRAME.• 1/8" ALUM. PLATE INFILL, FULL HEIGHT AND WIDTH
OF OPENINGS BETWEEN MULLIONS, SILICONE TO ANGLES. FINISH TO MATCH WINDOW FRAMES.
• FILL VOID WITH RIGID INSULATION
REFER TO RCP & FINISH SPECIFICATIONS FOR CEILING FINISH
PROVIDE SEALANT AT JOINTS AND PERIMETER OF SOLID SURFACE, SEE INTERIOR DWGS.
PATCH PLASTER AT SILL AS REQUIRED
SIM
EXISTING STRUCTURE TO REMAIN
2' -
5 5/
16"
11' -
2 1
/2" V
.I.F.
PROVDE NEW WINDOW SHADE. SEE WINDOW SHADE TYPES AND SCHEDULE. ANCHOR TO STEEL PLATE.
300 State Street, Suite 201Rochester, NY 14614585-454-6110labellapc.com
DRAWING NAME:
It is a violation of New York Education Law Article 145 Sec.7209, for any person, unless
acting under the direction of a licensed architect, professional engineer, or land
surveyor, to alter an item in any way. If an item bearing the seal of an architect, engineer, or
land surveyor is altered; the altering architect, engineer, or land surveyor shall affix to the
item their seal and notation "altered by" followed by their signature and date of such alteration, and a specific description of the
alteration.
DRAWING NUMBER:
DATE:
ISSUED FOR:
DRAWN BY:
REVIEWED BY:
PROJECT NUMBER:
DWT: 26-16-00-01-7-999-019
TRANSPORTABLE: 26-16-00-01-0-083-002
3/4/
2019
8:1
8:13
AM
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A-605A
WINDOW DETAILS
I.BRACHER
A.ROSSIGNOL
OCTOBER, 2018
BID DOCUMENTS
2180543
36 OTIS STREETROCHESTER, NEW YORK 14606
THE FLOWER CITYSCHOOL NO. 54
ROCHESTER SCHOOLSMODERNIZATION
PROGRAM
© 2018 LaBella Associates
S.E.D. NUMBER: 26-16-00-01-0-030-026
SCALE: 1 1/2" = 1'-0"A-605A2 W1 WINDOW SECTION
NOT TO SCALEA-605A1 W1 SECTION - EXISTING
SCALE: 1 1/2" = 1'-0"A-605A4 PUNCHED WINDOW SECTION
SCALE: 1 1/2" = 1'-0"A-605A5 SECTION @ NEW WINDOW OPENING
SCALE: 1 1/2" = 1'-0"A-605A3 W11 & W12 WINDOW SECTION
Revisions
NO: DATE: DESCRIPTION:1 03/01/2019 BID ADDENDUM -5
1
ALUMINUM CURTAINWALL SYSTEM W/ BACKER ROD & CONT. PERIMETER SEALANT, TYP.
.032" ALUM. FLASHING W/ CONT. HEMMED EDGE. MATCH WINDOW FRAME FINISH TO MATCH ALUM. FRAMING.
4"
PRECAST CONC. SILL W/ DRIP, FULL LENGTH OF WINDOW; SEE EXTERIOR ELEVATIONS
ASPHALT COATED COPPER THROUGH WALL FLASHING & ALUM. DRIP FLASHING W/ CONT. HEMMED EDGE SET IN BED OF SEALANT.
EXISTING WALL CONSTRUCTION TO REMAIN
SOLID SURFACE SILL AND UNDERLAYMENT, SEE INTERIOR DRAWINGS
1/4"LINE OF EXISTING BUILDING EXTERIOR WALL
7 1/2"
REPLACE UPPER-MOST BRICK OF EXISTING M.O.; SEE SPECIFICATION FOR MFR AND BLEND RATIO, SEE DEMO AND HAZARDOUS DWGS FOR ADDITIONAL INFORMATION
ALTERNATE: REPLACE ALL BRICK BELOW CAST SILL IN ITS ENTIRETY WITH GROUND FACE MASONRY BLOCK, REFER TO ALTERNATE SCOPE OF WORK.
CAULK SILL AT JUNCTION OF CURTAIN WALL, TYP.
ALIGN REAR OF CURTAINWALL TO FLOOR SLAB EDGE
INTERIOR
EXTERIOR
1 1/2"
V.I.F.
6"
3 1/
8"
CLOSED CELL SPRAY FOAM IN (E) MASONRY WALL CAVITY.
2"
5 1/
8"
CELL VENT AT EVERY PRE-CAST JOINT, TYP.
CLOSED CELL SPRAY FOAM
T.O.S. EXIST. ROOF21' - 8"
ALUMINUM CURTAINWALL SYSTEM W/ CONT. PERIMETER SEALANT
EXISTING FASCIA CLADDING, REFER TO ROOF DWGS. EXISTING ROOF STRUCTURE TO REMAIN
7"
2"2
1/4"LINE OF EXISTING BUILDING
EXTERIOR WALL
SCRAPE, PRIME, PAINT (E) STEEL PLATE
4 1/16" +/-
CONTINUOUS BACKER ROD & SEALANT
EXTERIORINTERIOR
ALIGN REAR OF CURTAINWALL TO FLOOR SLAB EDGE
4 1/2" 1 5/8"ALUMINUM STOREFRONT SYSTEM W/CONT. PERIMETER SEALANT
ALUM. FLASHING W/ CONT. HEMMED EDGE TO MATCH ALUM. FRAMING
PRECAST CONC. SILL W/ DRIP, FULL LENGTH OF WINDOW; SEE EXTERIOR ELEVATIONS
ASPHALT COATED COPPER THROUGH WALL FLASHING & ALUM. DRIP FLASHING W/ CONT. HEMMED EDGE SET IN BED OF SEALANT.
LINE OF EXISTING BUILDING EXTERIOR WALL
SOLID SURFACE SILL AND UNDERLAYMENT; SEE INTERIOR DWGS.
EXISTING WALL CONSTRUCTION TO REMAIN
EXISTING INTERIOR FINISH PATCHING BY OTHERS
REPLACE UPPER-MOST BRICK OF EXISTING M.O.; SEE SPECIFICATION FOR MFR AND BLEND RATIO, SEE DEMO AND HAZARDOUS DWGS FOR ADDITIONAL INFORMATION
CLOSED CELL SPRAY FOAM IN (E) MASONRY WALL CAVITY
CLOSED CELL SPRAY FOAM
CELL VENT AT EVERY PRE-CAST JOINT, TYP.
4 1/2" 1 5/8"
2"
EXISTING WALL CONSTRUCTION, STEEL LINTELS AND FLASHING TO REMAIN
LINE OF EXISTING BUILDING EXTERIOR WALLALUMINUM STOREFRONT SYSTEM W/
CONT. PERIMETER SEALANT
SCRAPE, PRIME, AND PAINT ALL(E) LINTELS
.032" ALUM. HEAD DRIPFLASHING W/ CONT. HEMMED RIDGE
PROVDE NEW WINDOW SHADE. SEE WINDOW SHADE TYPES AND SCHEDULE. ANCHOR TO STEEL ANGLE ABOVE.
1 1/
2"
ALUMINUM CURTAINWALL SYSTEM W/ CONT. PERIMETER SEALANT (INTERIOR / EXTERIOR)
PRECAST SILL BELOW
SOLID SURFACE SILL BELOW; SEE INTERIOR DRAWINGS.
LINE OF EXISTING BUILDING EXTERIOR WALL
PATCH INTERIOR FINISHES TO MATCH ADJACENT SURFACES
EXISTING WALL CONSTRUCTION TO REMAIN
INTERIOR
EXTERIOR
MATCH EXISTING
1' - 1 1/2" V.I.F.
MATC
H EX
ISTI
NG
1' - 2
1/2"
V.I.F
.
PRECAST SILL BEYOND
ALIGN
ALUMINUM CURTAINWALL SYSTEM W/ CONT. PERIMETER BACKER ROD & SEALANT
1/16" THICK BENT SHEET ALUMINUM, BREAK TO MATCH PROFILE SHOWN. FINISH TO MATCH ALUMINUM WINDOWS.
1 3/
4"
1" INSULATED LOW-E GLAZING, SEE EXTERIOR ELEVATIONS.
7/8" 7/8"
11 3/4" +/-
7 1/
8"
1/16" THICK BENT SHEET ALUMINUM, BREAK TO MATCH PROFILE SHOWN. FINISH TO MATCH ALUMINUM WINDOWS.
2X BLOCKING, TYP.
INTERIOR
EXTERIOR
2X BLOCKING
PROVIDE 2-HR FIREPROOFING AT EXISTNG COLUMN
MINERAL FIBER INSULATION TO FILL CAVITY
(E) FLOOR EDGE
3"
**EQUIVALENT SYSTEMS WILL BE CONSIDERED BASED ON SUBMISSION OF ALTERNATE UL ASSEMBLY
300 State Street, Suite 201Rochester, NY 14614585-454-6110labellapc.com
DRAWING NAME:
It is a violation of New York Education Law Article 145 Sec.7209, for any person, unless
acting under the direction of a licensed architect, professional engineer, or land
surveyor, to alter an item in any way. If an item bearing the seal of an architect, engineer, or
land surveyor is altered; the altering architect, engineer, or land surveyor shall affix to the
item their seal and notation "altered by" followed by their signature and date of such alteration, and a specific description of the
alteration.
DRAWING NUMBER:
DATE:
ISSUED FOR:
DRAWN BY:
REVIEWED BY:
PROJECT NUMBER:
DWT: 26-16-00-01-7-999-019
TRANSPORTABLE: 26-16-00-01-0-083-002
3/1/
2019
4:4
2:35
PM
J:\R
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Joi
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choo
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onst
ruct
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Boar
d\21
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3 - R
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54\
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\Arc
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P Sc
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54_
Edge
_R1_
deta
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.rvt
A-606A
WINDOW DETAILS
I.BRACHER
A.ROSSIGNOL
OCTOBER, 2018
BID DOCUMENTS
2180543
36 OTIS STREETROCHESTER, NEW YORK 14606
THE FLOWER CITYSCHOOL NO. 54
ROCHESTER SCHOOLSMODERNIZATION
PROGRAM
© 2018 LaBella Associates
S.E.D. NUMBER: 26-16-00-01-0-030-026
SCALE: 3" = 1'-0"A-606A3 CURTAINWALL SILL DETAIL
SCALE: 3" = 1'-0"A-606A4 CURTAINWALL HEAD DETAIL
SCALE: 3" = 1'-0"A-606A6 STOREFRONT SILL DETAIL
SCALE: 3" = 1'-0"A-606A7 STOREFRONT HEAD DETAIL
SCALE: 3" = 1'-0"A-606A5 CURTAINWALL JAMB DETAIL
SCALE: 3" = 1'-0"A-606A1 COLUMN COVER AT CURTAINWALL DETAIL
NOT TO SCALEA-606A2 2 HOUR FIRESTOPPING
Revisions
NO: DATE: DESCRIPTION:1 03/01/2019 BID ADDENDUM -5
1
W1
CURTAINWALL
SH1 SH1SH2 SH2
SH1 SH1SH2 SH2
7' - 5 1/2" V.I.F.5' - 1 1/2" V.I.F.
6' -
2" V
.I.F.
6' -
2" V
.I.F.
5' - 1 1/2" V.I.F. 7' - 5 1/2" V.I.F.
3 3/
4"
4' -
9 3/
4"
WINDOW
MAT
CH W
2 HE
IGHT
V.I.
F.
5' -
7" +
/-
2' - 6"
W10
SH8
V.I.F (E) M.O.
4' - 0"
V.I.F
(E) M
.O.
4' -
0"
W2
SH 6
(E) M
.O.
4' -
1" V
.I.F.
7' - 4" V.I.F. (E) M.O.
W9
WINDOW
SH10
11' - 4" V.I.F. (E) M.O.
6' -
1" V
.I.F.
(E) M
.O.
W8
STOREFRONT
SH9
6' - 8" V.I.F (E) M.O.
V.I.F
(E) M
.O.
4' -
0"
W3
WINDOW
SH7
W4
CURTAINWALL
6' -
2" V
.I.F.
5' - 1 1/2" V.I.F.
SH1 SH1SH2 SH2
7' - 5 1/2" V.I.F.7' - 5 1/2" V.I.F. 5' - 1 1/2" V.I.F.
W11
CURTAINWALL
SH3 SH3SH4 SH4
6' -
2" V
.I.F.
6' - 7 1/2" V.I.F. 8' - 7 1/2" V.I.F. 8' - 7 1/2" V.I.F. 6' - 7 1/2" V.I.F.
W12
CURTAINWALL
& MIRRORED VERSION
6' -
2" V
.I.F.
SH3 SH5
8' - 9 1/2" V.I.F.6' - 7 1/2" V.I.F.
WINDOW TYPE SHADE TYPES & QUANTITYWINDOW QUANTITY
W1
W2
W3
W4
W8
W9
W10
W11
W12
12
8
2
1
4
5
1
2
2
SH1 (4), SH2 (4)
SH6 (1)
SH7 (1)
SH1 (2), SH2 (2)
SH9 (1)
SH10 (1)
SH8 (1)
SH3 (2), SH4 (2)
SH3 (1), SH5 (1)
300 State Street, Suite 201Rochester, NY 14614585-454-6110labellapc.com
DRAWING NAME:
It is a violation of New York Education Law Article 145 Sec.7209, for any person, unless
acting under the direction of a licensed architect, professional engineer, or land
surveyor, to alter an item in any way. If an item bearing the seal of an architect, engineer, or
land surveyor is altered; the altering architect, engineer, or land surveyor shall affix to the
item their seal and notation "altered by" followed by their signature and date of such alteration, and a specific description of the
alteration.
DRAWING NUMBER:
DATE:
ISSUED FOR:
DRAWN BY:
REVIEWED BY:
PROJECT NUMBER:
DWT: 26-16-00-01-7-999-019
TRANSPORTABLE: 26-16-00-01-0-083-002
3/1/
2019
4:4
2:37
PM
J:\R
oche
ster
Joi
nt S
choo
ls C
onst
ruct
ion
Boar
d\21
8054
3 - R
SMP
Flow
er C
ity S
choo
l No.
54\
Draw
ings
\Arc
h\18
310
RSM
P Sc
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54_
Edge
_R1_
deta
ched
.rvt
SKA-604A
WINDOW SHADE TYPESAND SCHEDULE
B.CARNEY
A.ROSSIGNOL
OCTOBER, 2018
BID DOCUMENTS
2180543
36 OTIS STREETROCHESTER, NEW YORK 14606
THE FLOWER CITYSCHOOL NO. 54
ROCHESTER SCHOOLSMODERNIZATION
PROGRAM
70 CARLSON RD. SUITE 200ROCHESTER, NY 14610
© 2018 LaBella Associates
S.E.D. NUMBER: 26-16-00-01-0-030-026
Revisions
NO: DATE: DESCRIPTION:1 03/01/2019 BID ADDENDUM -5
GR
OU
ND
FAC
E B
LOC
K, T
YP
.
6
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62 In
dia
St., S
uite
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nd, M
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824
labella
pc.co
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It is a
vio
latio
n o
f New
York E
ducatio
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aw
Artic
le 1
45 S
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9, fo
r a
ny p
erso
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directio
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f a lic
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archite
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ro
fessio
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eer, o
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nd s
urve
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alte
r a
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m in
any w
ay. If a
n
item
bearin
g th
e s
ea
l of a
n a
rchite
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ng
ine
er, o
r la
nd s
urveyor is
alte
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; the a
lterin
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rchite
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or la
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surveyor s
ha
ll affix
to th
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m th
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l and n
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tion "
alte
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y" fo
llow
ed
by th
eir s
ignatu
re a
nd
date
of s
uch a
ltera
tion, a
nd
a s
pe
cific
descrip
tion o
f the
alte
ra
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REVIS
ED S
HE
ET/DE
TAIL N
O.:
DR
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ATE
:P
RO
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BE
R:
REVIS
ION
:
PR
OJEC
T NA
ME:
DR
AW
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TITLE:
SH
EET N
UM
BE
R:
SK
A-201-1
GR
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FAC
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CK
MMA
-201TH
E F
LOW
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CITY
SC
HO
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436
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460
6
03
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BID
DO
CU
ME
NTS
21
80
54
3
SC
ALE:
1/4
" = 1
'-0"
SK
A-2
01-1
1TY
P. E
LEV
. @ G
RO
UN
D FA
CE B
LO
CK
- ALT. G
C-0
1
APPROX SIDEWALK -REFER TO CIVIL
EXPENSION JOINT/SEALANT
CIP CONC. FOUNDATION WALL/ FOOTING
6" CIP CONC SLAB-ON-GRADE
CIP CONC STAIR w/ MASCO SAFETY STAIR NOSING
0' - 0"
FIRST FLOOR
#4 BAR @ 16" O.C.
#5 NOSING BAR, TYP.
#2 CRUSHER RUN STONE COMPACTED SUB-BASE
1 1/2" DIA. SCHED. 40 STAINLESS STEEL GUARDRAIL
#5 BAR @ 16" O.C., TYP.
1 1/2" DIA. SCHED. 40 STAINLESS STEEL WALL MOUNTED HANDRAIL w/ EVENLY SPACED BRACKETS.
8"4'
- 6
" TY
P.
11"
E135-1
TYP
.
7"
TYP.
11"
VIF
3' -
6"
1' - 2"
2' -
10"
6"
3' - 0"
1' -
0"
APPROX SIDEWALK -REFER TO CIVIL
EXPENSION JOINT/SEALANT
CIP CONC. FOUNDATION WALL/ FOOTING
6" CIP CONC SLAB-ON-GRADE
CIP CONC STAIR w/ MASCO SAFETY STAIR NOSING
#4 BAR @ 16" O.C.
#5 NOSING BAR, TYP.
#2 CRUSHER RUN STONE COMPACTED SUB-BASE
1 1/2" DIA. SCHED. 40 STAINLESS STEEL GUARDRAIL
#5 BAR @ 16" O.C., TYP.
1 1/2" DIA. SCHED. 40 STAINLESS STEEL WALL MOUNTED HANDRAIL w/ EVENLY SPACED BRACKETS.
8"
4' -
6"
TYP
.
0' - 0"
FIRST FLOOR
8"
1' - 2"
11"
E125
2' -
10"
1' -
5"
1' -
5"
TYP
.
7"
TYP.
11"
3' - 0"
1' -
0"
APPROX SIDEWALK -REFER TO CIVIL
EXPENSION JOINT/SEALANT
CIP CONC. FOUNDATION WALL/ FOOTING
6" CIP CONC SLAB-ON-GRADE
CIP CONC STAIR w/ MASCO SAFETY STAIR NOSING
0' - 0"
FIRST FLOOR
#4 BAR @ 16" O.C.
#5 NOSING BAR, TYP.
#2 CRUSHER RUN STONE COMPACTED SUB-BASE
1 1/2" DIA. SCHED. 40 STAINLESS STEEL HANDRAIL
#5 BAR @ 16" O.C., TYP.
TYP
.
7"
2' -
10"
1 1/2" DIA. SCHED. 40 STAINLESS STEEL WALL MOUNTED HANDRAIL w/ EVENLY SPACED BRACKETS.
8"
4' -
6"
TYP
.
E135
8"
3' - 0"
1' -
0"
6"
300 State Street, Suite 201Rochester, NY 14614585-454-6110
labellapc.com
DRAWING NAME:
It is a violation of New York Education Law Article 145 Sec.7209, for any person, unless
acting under the direction of a licensed architect, professional engineer, or land
surveyor, to alter an item in any way. If an item bearing the seal of an architect, engineer, or
land surveyor is altered; the altering architect, engineer, or land surveyor shall affix to the
item their seal and notation "altered by" followed by their signature and date of such alteration, and a specific description of the
alteration.
DRAWING NUMBER:
DATE:
ISSUED FOR:
DRAWN BY:
REVIEWED BY:
PROJECT NUMBER:
3/3/
201
9 4:
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3 -
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SKA-412-1
STAIR SECTIONS
Author
Approver
03/04/19
BID DOCUMENTS
2180543
36 OTIS STREETROCHESTER, NY 14606
THE FLOWER CITY
SCHOOL 54
ROCHESTER SCHOOLS
MODERNIZATION PROGRAM
© 2018 LaBella Associates
S.E.D. NUMBER: 26-16-00-01-0-030-026
Revisions
NO: DATE: DESCRIPTION:
SCALE: 1/2" = 1'-0"SKA-412-1
1 SECTION DETAIL @ MULTI-PURPOSE STAIR
SCALE: 1/2" = 1'-0"SKA-412-1
2 SECTION DETAIL @ GYMNASIUM STAIR
SCALE: 1/2" = 1'-0"SKA-412-1
3 STAIR SECTION @ CAFETERIA, WEST