S02 Structural Drawings.pdf

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORDCONSULTANT

321 4 5 6 7 8 9 10

Project Director

Revisions: Date:

STRUCTURAL NOTES & LEGEND CONSTRUCTION

DOCUMENTS

AE DESIGN SERVICES FOR ROOF

REPLACEMENT

3495 BAILEY AVENUE

BUFALO, NY 14215

2019/11/13 S-001

B1, B20

528-17-S49

JFF VAR

REV 0 - CONSTRUCTION DOCUMENTS 2019/11/13

"Unauthorized alteration or addition to any plans, specifications or reports bearing a Licensed Professional Engineer's seal is a violation of Section 7209, subdivision 2, of the New York State Education Law".

GENERAL SYMBOLS

FENCE

DEMO

X ROOF LEGEND KEY

X KEYED NOTE

DESIGN DATA:

IN ITS COMPLETED STATE, AE DESIGN SERVICES FOR ROOF REPLACEMENT FOR THE BUFFALO VA MEDICAL CENTER IS DESIGNED FOR THE FOLLOWING SURCHARGE LOADS. DO NOT EXCEED STATED SURCHARGE

LOADS.

1. DEAD LOAD: STRUCTURE SELF WEIGHT

2. LIVE LOAD: 100 PSF

2000LB. CONCENTRATED

3. ROOF LIVE LOAD : 20 PSF

4. SNOW LOAD: AMBULATORY ENTRANCE (ROOF 44)

FLAT ROOF SNOW LOAD Pf = 42 PSF GROUND SNOW LOAD Pg = 50 PSF SNOW EXPOSURE FACTOR Ce = 1.0 SNOW LOAD IMPORTANCE FACTOR Is = 1.2 THERMAL FACTOR Ct = 1.0 DRIFT SURCHARGE Pd = 23 PSF DRIFT WIDTH w = 9'-3"

5. WIND LOAD : AMBULATORY ENTRANCE (ROOF 44)

ULTIMATE DESIGN WIND SPEED, Vult = 120 MPH NOMINAL DESIGN WIND SPEED, Vasd = 93 MPH

RISK CATEGORY IV

IMPORTANCE FACTOR, Iw = 1.00

WIND EXPOSURE CATEGORY, B

INTERNAL PRESSURE COEFFICIENT, GCpi = +/-0.18

COMPONENTS AND CLADDING WIND PRESSURES

ROOF (AREA < 10 SF)

(PSF) (PSF)

ZONE 1 +15.4 -39.4

ZONE 2 +15.4 -47.4

ZONE 3 +15.4 -82.0

ROOF (AREA = 25 SF)

(PSF) (PSF)

ZONE 1 +14.4 -37.3

ZONE 2 +14.4 -43.2

ZONE 3 +14.4 -72.5

ROOF (AREA = 50 SF)

(PSF) (PSF)

ZONE 1 +13.6 -35.7

ZONE 2 +13.6 -34.1

ZONE 3 +13.6 -65.3

ROOF (AREA > 100 SF)

(PSF) (PSF)

ZONE 1 +12.8 -34.1

ZONE 2 +12.8 -36.8

ZONE 3 +12.8 -58.1

WALL (AREA < 10 SF)

(PSF) (PSF)

ZONE 4 +31.4 -34.1

ZONE 5 +31.4 -42.1

WALL (AREA = 50 SF)

(PSF) (PSF)

ZONE 4 +28.1 -30.8

ZONE 5 +28.1 -35.5

WALL (AREA = 200 SF)

(PSF) (PSF)

ZONE 4 +25.3 -28.0

ZONE 5 +25.3 -29.8

WALL (AREA > 500 SF)

(PSF) (PSF)

ZONE 4 +23.4 -26.1

ZONE 5 +23.4 -26.1

6. SEISMIC LOAD : AMBULATORY ENTRANCE (ROOF 44)

RISK CATEGORY IV

IMPORTANCE FACTORS, Ie = 1.50

SOIL SITE CLASS = D

MAPPED SPECTRAL ACCELERATIONS/RESPONSES

Ss = 0.211 S1 = 0.060

SDS = 0.226

SD1 = 0.097

SEISMIC DESIGN CATEGORY = C

SEISMIC RESISTING SYSTEM = STEEL ORDINARY

CONCENTRICALLY BRACED FRAMES

RESPONSE MODIFICATION COEFFICIENT, R = 3.25

EQUIVALENT LATERAL FORCE METHOD

DESIGN BASE SHEAR, V = 1.7 KIP

SEISMIC RESPONSE COEFFICIENT, Cs = 0.1125

MASONRY:

1. MINIMUM MASONRY COMPRESSIVE STRENGTH, f'm, IS 1500 PSI.

ELEVATION LABELTOP OF SLAB

0'-0"

DEMOLISH/REMOVE

CONCRETE STEP

LINETYPE LEGEND

DEMOLITION WALL/EXTENT

UNO UNLESS NOTED OTHERWISE

BLDG BUILDING

BOT BOTTOM

℄ CENTERLINE

CMU CONCRETE MASONRY UNIT

DIA DIAMETER

EMB EMBED

(E) EXISTING

f'c CONCRETE COMPRESSIVE STRENGTH

FT FOOT

GA GUAGE

HORZ HORIZONTAL

IN INCH

KB KNEE BRACE

LB POUND

LLH LONG LEG HORIZONTAL

LLV LONG LEG VERTICAL

MAX MAXIMUM

MIN MINIMUM

MPH MILES PER HOUR

NOM NOMINAL

OC ON CENTER

PSF POUNDS PER SQUARE FOOT

PSI POUNDS PER SQUARE INCH

R RADIUS

SF SQUARE FEET

SOG SLAB ON GRADE

THK THICK

TYP TYPICAL

VERT VERTICAL

WWR WELDED WIRE REINFORCEMENT

GENERAL ABBREVIATIONS

COLUMN CENTER LINE

11/14/2019

2'- 7 1

/2"

1'- 3 3

/4" 1'-

3 3 /4"

3'-7"1 1/2"

3 3 /4"

EDGE OF (E) TANK

7" x 4" x 3/8" THK BASE

PLATE WITH (2) 5/8" ANCHOR

BOLTS (SAME CAP PLATE)

1'-4" LADDER

(E) STEEL ROD

X-BRACING

4" S-402

S-402

(E) H SS 3x

(TY

P)

(E) HSS 3x3(TYP)

7"

4x4x3/8 AT +7'-0"

ABOVE FINISHED

FLOOR ELEVATION

CONNECTION LUG

CONNECTION LUG

2'- 6"

1'-10"

(E) C6

(E) C6

(E ) C

S-402

S-402

S-402

EDGE OF (E) DUCT

1'- 4 1

/2"

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORDCONSULTANT

321 4 5 6 7 8 9 10

Project Director

Revisions: Date:

STRUCTURAL INTERIOR LADDER

AND PLATFORM

CONSTRUCTION

DOCUMENTS

AE DESIGN SERVICES FOR ROOF

REPLACEMENT

3495 BAILEY AVENUE

BUFALO, NY 14215

2019/11/13 S-401

B1

528-17-S49

DJS VAR

REV 0 - CONSTRUCTION DOCUMENTS 2019/11/13

"Unauthorized alteration or addition to any plans, specifications or reports bearing a Licensed Professional Engineer's seal is a violation of Section 7209, subdivision 2, of the New York State Education Law".

A WING

E

WING

D WINGC WING

B WING

KEYPLAN

SCALE: 1 1/2" = 1'-0"

PARTIAL PLAN AT 14TH FLOOR, NEW LADDER CONDITIONS (ROOF 2)

SCALE: 1 1/2" = 1'-0"

PARTIAL PLAN +14'-2 1/2" TOS AT 14TH FLOOR, NEW PLATFORM (ROOF 2)

SD402

GENERAL NOTES

1. SEE S-001 FOR S-SERIES NOTES & LEGENDS.

2. EXISTING STEEL PAINT/COATINGS CONTAIN LEAD. SEE LEAD AWARENESS NOTES ON

DRAWING A-001.

KEYED NOTES

INSTALL NEW HSS COLUMNS, BASE PLATES AND CAP PLATES.

INSTALL NEW LADDERS.

INFILL SERRATED GRATING TO MATCH EXISTING.

ROOF LEGEND

KEY DESCRIPTION BUILDING ROOF AREA

UPPER 14TH FLOOR ROOF - CORE 1 1

ROOF AREA 6 ROOF

AREA

ROOF AREA 2

ROOF

AREA

ROOF AREA 5ROOF

AREA 8

ROOF AREA 4

ROOF AREA 1

'-2

1/ 2"

(E) TANK

EDGE OF (E) DUCT

(E) PLATFORM

RAILING

(E) STEEL ROD X-BRACING

(E) SUPPORT

HATCH

6"

3'-1" REF

2'-6" MIN

'-1

1"

CL

R

3'-0" MIN

CLR

5'- 4 3

/4"

TOP OF UPPER 14TH FLOOR

ROOF (ROOF 2)

TOP OF STEEL

TOP OF FINISHED FLOOR

(14TH FLOOR)

S-501

EDGE OF (E) DUCT

HATCH

(E) PLATFORM

RAILING

1'-4 1/2"±

4'-7"±

CLR

TOP OF UPPER 14TH FLOOR

ROOF (ROOF 2)

TOP OF FINISHED FLOOR

(14TH FLOOR)

2'-6"

OPENING

(E) C6

(E) SERRATED GRATING

(E) PLATFORM RAILING

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORDCONSULTANT

321 4 5 6 7 8 9 10

Project Director

Revisions: Date:

STRUCTURAL INTERIOR LADDER

AND PLATFORM

CONSTRUCTION

DOCUMENTS

AE DESIGN SERVICES FOR ROOF

REPLACEMENT

3495 BAILEY AVENUE

BUFALO, NY 14215

2019/11/13 S-402

B1

528-17-S49

DJS VAR

REV 0 - CONSTRUCTION DOCUMENTS 2019/11/13

"Unauthorized alteration or addition to any plans, specifications or reports bearing a Licensed Professional Engineer's seal is a violation of Section 7209, subdivision 2, of the New York State Education Law".

A WING

E

WING

D WINGC WING

B WING

KEYPLAN

SCALE: 3/4" = 1'-0"

ELEVATION OF NEW LADDER AND PLATFORM1

S-401

SCALE: 3/4" = 1'-0"

ELEVATION OF NEW LADDER AND PLATFORM2

S-401

SCALE: 3/4" = 1'-0"

SECTION THRU PLATFORM OPENING3

S-401

GENERAL NOTES

1. SEE S-001 FOR S-SERIES NOTES & LEGENDS.

2. EXISTING STEEL PAINT/COATINGS CONTAIN LEAD. SEE LEAD AWARENESS NOTES ON

DRAWING A-001.

KEYED NOTES

INSTALL HSS COLUMNS, BASE PLATES AND CAP PLATES.

INSTALL NEW LADDERS.

INSTALL NEW CHANNEL BEAM.

NEW VERTICAL PIPE POST TO MATCH EXISTING. PAINT TO MATCH EXISTING. SEE DETAIL

1/S-502 FOR SAFETY SWING GATE (NOT SHOWN FOR CLARITY).

ROOF LEGEND

KEY DESCRIPTION BUILDING ROOF AREA

UPPER 14TH FLOOR ROOF - CORE 1 1

ROOF AREA 6 ROOF

AREA

ROOF AREA 2

ROOF

AREA

ROOF AREA 5ROOF

AREA 8

ROOF AREA 4

2 1/2"

(REMOVED)

1/4"

(REMOVED)

7/8" DIA

GRIND FLAT

1 1/4"

7/8" DIA ROD RUNG

1/4

1/8"

3/16"

TYP EVERY

THIRD RUNG

1'6

IN

SI

DE

R

AI

LS

NOTE:

ALL WELDS SHALL BE 3/16" FILLET

WELD UNLESS NOTED OTHERWISE

CLIP L5x3x3/8

FIELD WELD AFTER

POSITIONING

13/16" DIA HOLE

IN LADDER RAILS

13/16" DIAx1 7/8"

SLOTTED HOLE IN CLIP

ANGLES

15/16" DIA HOLE

IN BOTTOMBAR 2 1/2"x3/8"

3'- 9"

1'-3"

2'-6"

3"

9" 9"

LA

DD

ER

C L

9"

GRADE

4"

3/4" DIA

EXPANSION

ANCHOR OR

3/4" DIA BOLT

#4 BARS

AT 1'-0" EW

SEE DETAIL 1/S-402

HILTI HIT-RE 500 V3 EPOXY

ADHESIVE WITH 5/8" DIA ASTM

A307 GRADE A THREADED ROD

WITH 3" MINIMUM EMBEDMENT

PL 1/16"X13 1/2"X2'-6"WIDE

TH

ES

E

RU

NG

S

FO

R

LA

TE

RA

L A

CC

ES

S

ON

LY

3" F

LA

RE

, S

TE

P

TH

RO

UG

H

ON

LY

4'- 0"

FO

R

LA

TE

RA

L A

CC

ES

S 6"

4'- 0"

FO

R

ST

EP

T

HR

OU

GH

CL

LADDER

9" TY

P

1'- 6"

IN

S

7"

TYP

MINIMUM

CLEARANCE

1/4

7"

3'- 6"

6"

1'- 3"

1'- 3"

2'-6"

3" S

TA

RT

F

LA

RE

(T

YP

SIDE RAILS

BAR 2 1/2x3/8

EQ

UA

L S

PA

CE

S

AT

1'

-0 " M

AX

(7

/8" D

IA

R

OD

R

UN

GS

'-0

" M

AX

H

EI

GH

T

W

IT

HO

UT

C

AG

E

'-0 " M

AX

H

EI

GH

T W

IT

HO

UT

C

AG

E

(O

SH

A

ST

AN

DA

RD

CONNECTION LUG

BENT BAR 2 1/2"x3/8"

(10'-0" C/C MAX)*

CLEARANCE LINE

L4x3

7/8" DIA GRAB BAR AT

EACH SIDE RAIL OF

STEP THROUGH LADDER

(SEE TABLE A)

3/16 TYP3/16

R2"

3/16 TYP

S-501

S-501

S-501

4" MI

N

2'-3"

2'- 0"

1'- 6"

3'- 6"

S

TA

ND

AR

D

HA

ND

RA

IL

4'- 0"

G

AT

E

PO

ST

S

AT

S

ID

E

ST

EP

2'-0" OPENING GATE TO BEAR ON SIDE RAIL POST

MOUNT PLUMB VERTICALLY BY

SHIMMING AS REQUIRED OFF

LOWER HANDRAIL

CL

GATE

2'- 9"

1/4

MA

X

E

XT

EN

DE

D

GA

TE

P

OS

TS

W

HE

RE

E

XT

EN

DE

D

HA

ND

RA

ILS

A

RE

R

EQ

UI

RE

D

F

OR

LO

CA

TI

ON

S

EE

P

LA

NS

HANDRAILS

TOP OF PLATFORM GRATING

TOE PLATE OR SUPPORT

ANGLE TURNED UP

SAFETY GATE:

1. FABENCO (MODEL A-71)

HOUSTON, TX. (713) 686-6620

2. COTTERMAN, CO.

(MODEL AG24)

CROSWELL, MI. (800) 552-3337

3. BENKO PRODUCTS

(PROTECT-O-GATE SWING GATE)

SHEFFIED VILLAGE, OH. (440) 934-2180

POSTS OR

CORNER

POSTS AS

REQUIRED

ELEVATION

PLAN

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORDCONSULTANT

321 4 5 6 7 8 9 10

Project Director

Revisions: Date:

STRUCTURAL LADDER DETAILS CONSTRUCTION

DOCUMENTS

AE DESIGN SERVICES FOR ROOF

REPLACEMENT

3495 BAILEY AVENUE

BUFALO, NY 14215

2019/11/13 S-501

B1

528-17-S49

SBV VAR

REV 0 - CONSTRUCTION DOCUMENTS 2019/11/13

"Unauthorized alteration or addition to any plans, specifications or reports bearing a Licensed Professional Engineer's seal is a violation of Section 7209, subdivision 2, of the New York State Education Law".

SCALE: 3/4"=1'-0"

UNCAGED LADDER1

SCALE: 3/4"=1'-0"

SECTION THRU SIDE RAIL2 SCALE: 3/4"=1'-0"

GRAB BAR SECTION3 SCALE: 3/4"=1'-0"

LADDER PAD6SCALE: 1"=1'-0"

DEFLECTOR PLATES FOR HEAD HAZARDS5

S-402

SCALE: 3"=1'-0"

RUNG CONNECTIONS7 SCALE: 3"=1'-0"

LADDER BASE8

SCALE: 1'-0"=1'-0"

GRAB BAR DETAIL4

SCALE: NTS

TYPICAL SAFETY SWING GATE DETAIL9

1"

MIN CLEAR

5"

1/2" CLEAR

5"TOP OF GRATING TOP OF GRATING

OUTSIDE OF EQUIPMENT

TOE PLATE

5/16"x6 1/4"

TOE OF BEAM FLANGE

& EDGE OF GRATING

FACE OF

COLUMN

1/8

EVERY THIRD

BEARING BAR

3/16 1

EVERY THIRD

BEARING BAR 3/16 1

EVERY THIRD

BEARING BAR

3/16 1EVERY THIRD BEARING BAR

1/8EVERY THIRD BEARING BAR

TOE PLATE

5/16"x6 1/4"

SUPPORT BEAM SUPPORT BEAM SUPPORT BEAM

TOP OF GRATING

GRATING CUTOUTS AT COLUMNSGRATING OPENING AT EQUIPMENTGRATING AT EDGE OF PLATFORM

GG

2" MIN BEARING

TOP OF GRATING

OR FLOOR PLATE

FLUSH TOP

W/ BEAM

3/8" PLATE FLANGE

EXTENSION

SUPPORT BEAM

BEAM FLANGE EXTENSIONS SHALL BE PROVIDED FOR GRATING OR

FLOOR PLATE SUPPORT IN SPECIFIC LOCATIONS AS NOTED ON PLANS

1'- 6"

2'- 0"

1/4

1/4"

1 1/2" DIA STD PIPE

1 1/2" DIA STD PIPE

*(6'-0" OC MAX)

TOE PL 5/16" x 5"

TOP OF FLOOR

5"

(2) 3/4" DIA A307 BOLTS

SEAL END

3/8" CONNECTION ANGLE

3/16TYP

3/16 TYP3/16

1" 3"

4"

1"3/16

1 1/2"1 1/2"

TOE PLATE 5/16"x5" SPLICE PLATE 5/16"x4x0'-5"

9/16" DIA HOLES

FOR 1/2" DIA A307

BOLTS

3/16

1 3/4"1"

1 1/2" DIA STD PIPE

PLUG WELD &

GRIND SMOOTH

GAP BETWEEN SECTIONS OF

HANDRAIL AT SPLICES TO BE

FILLED W/ WELD & GROUND

SMOOTH

TUBING 1 1/2" DIA x

3/16" OR BAR 1 1/2" DIA

X X X

X X

* SMALLEST OPENING

DIMENSION LESS THAN 16"

NOTE:

COORDINATE SPRAY

FIREPROOFING REQUIREMENTS

WITH ARCHITECTURAL DRAWINGS

* SMALLEST OPENING

DIMENSION LESS THAN 60"

CHIP BACK SLAB

TEMPORARY FORMING

* OPENINGEXIST SLAB

4" MI

N

* OPENING

L4"x4"x1/4" W/ 1/2" DIA EXP BOLTS

@ 2'-0" OC (TYP ALL SIDES)

4" MI

N

1/2"-20 ga GALV (G60) COMPOSITE DECK & CONC FILL WITH 6x6; W2.1xW2.1 WWF

2" M

IN

ALUMINUM

SINGLE POST

CORNER

BRACKET

ALUMINUM

SINGLE POST

CORNER

BRACKET

ALUMINUM

SINGLE POST

CORNER

BRACKET

CAST ALUMINUM GATE LATCH

W/ STAINLESS STEEL PIN

STAINLESS STEEL

SPRING HINGES

3'- 6"

AB

OV

E

TH

E

RO

OF

S

UR

FA

CE

OR

D

EC

K

BASIS OF DESIGN:

BILCO

TYPE RL2-S

BIL-GUARD 2.0

ALUMINUM POST

SUPPORTS

1 1/4" SCHEDULE 40 PIPE

IN 6061 T6 ALUMINUM ALLOY RAILS

1 1/4" SCHEDULE 40 PIPE

IN 6061 T6 ALUMINUM ALLOY

SELF CLOSING GATE

ALUMINUM

SINGLE POST

CORNER

BRACKET

SCUTTLE

HINGE SIDE

SECTION A-A

BASIS OF DESIGN:

BILCO TYPE S ROOF SCUTTLE

3'-1"

OVER ALL

2'-6" FRAME

OPENING LENGTH

3'- 7"

OV

ER

A

LL

3'- 0"

F

RA

ME

OP

EN

IN

G W

ID

TH

R

7 3 /8"

2 1/4" 3 1/2"

BILCLIP

FLASHING

SYSTEM

GASKET (ALL

AROUND COVER)

SLAM LATCH

NEOPRENE GASKET

INSIDE & OUTSIDE HANDLES

W/ PADLOCK HASPS

COVER

1" THICK FIBERGLASS

COVER INSULATION

COVER LINER ARM GUIDE BRACKET

RED VINYL GRIP

HOLD

OPEN

ARM

LOCK STRIKE &

PADLOCK HASP

FRAME W/ CAPFLASHING

(CORNERS FULL WELDED)

PINTLE HINGE

LIFTING MECHANISM W/

REINFORCED

COMPOSITE TUBES AND

COMPRESSION SPRINGS

1" RIGID FIBERBOARD

INSULATION

A

A

A A

PLAN/ELEVATION

NOTE:

CLAMP BRACKET MAY BE REVERSED TO ACCOMMODATE

RUNG SIZES OF 3/4" TO 1 1/4" WITH STANDARD 2" BOLTS

FURNISHED. LARGER RUNGS WILL REQUIRE LONGER BOLTS.

BASIS OF DESIGN:

BILCO

LADDER UP SAFETY POST

SQUARE

TUBING

PULL UP

LOOP

RELEASE

ROD W/

VINYL LIFT

HANDLE

BALANCING

SPRING

SQUARE TUBING

CLAMP BRACKET

W/ STAINLESS

STEEL MOUNTING

BOLTS (3/8-16 X 2")

ADJUSTABLE

MOUNTING CHANNEL

LOCK UP BRACKET

2 1/4"

5'-1 3/8"

RETRACTED

42"

EXTENDED

ADJUSTABLE

MOUNTING FITS

LADDERS WITH

RUNG SPACING UP

TO ABOUT 14"

CENTER TO

CENTER.

3"

SECTION A-A

BASIS OF DESIGN:

BILCO TYPE S-SV

FIRE VENT

A

A

A A

3'-1"

OVERALL

2'-6"

FRAME OPENING LENGTH

3'- 7"

OV

ER

A

LL

3'- 0"

FR

AM

E

OP

EN

IN

G W

ID

TH

BILCLIP

FLASHING

SYSTEM

PULL GRIP TO OPEN

FROM INSIDE 1/8"

DIA STEEL CABLE

PULL GRIP TO OPEN

FROM OUTSIDE 1/8"

DIA STEEL CABLE

GASKET (ALL

AROUND COVER)

COVER LINER

COVER

1" THICK FIBERGLASS

COVER INSULATION

PINTLE HINGE

FRAME W/ CAPFLASHING

(CORNERS FULL WELDED)

1" RIGID FIBERBOARD

INSULATION

COVER LATCH BRACKET

GRAB HANDLE

ARM GUIDE BRACKET

SHOCK ABSORBER

GUIDE ARM (2 REQ'D)

THERMOLATCH POSITIVE

HOLD/RELEASE MECHANISM

165° FUSIBLE LINK (EXTRA

LINK PROVIDED)

LIFTING MECHANISM W/

REINFORCED COMPOSITE TUBES

& COMPRESSION SPRINGS

7 3 /8"

3 3/8"

3 1/2" 2 1/4"

R

R

PLAN/ELEVATION

3/16TYP 3/16

3/16 TYP3/16

1'- 6"

2'- 0"

1/4

5"

L2-1/2x2-1/2x5/16

L2-1/2x2-1/2x5/16

L2-1/2x2-1/2x5/16 (6'-0" OC MAX)

5" x 5/16" TOE PLATE

TOP OF COPING

1'- 0"

1'- 0"

1'- 0"

5/8" DIA ASTM A307 THREADED ROD WITH

HILTI HIT-RE 500 V3 EPOXY ADHESIVE

TYP

5 1 /4"

1'- 9 1

/2"

3'- 6"

1'-9 1/4"

6" 5'-0"

1'- 9 5

/16

1'-9 5/16"

3 3 /4"

BASE

RAIL

*OPENING

*OPENING 6"6"

8 GAUGE GALVANIZED PLATE

NOTE:

COORDINATE SPRAY FIREPROOFING REQUIREMENTS WITH ARCHITECTURAL DRAWINGS.

* OPENING LESS THAN 24"

** EXTEND PLATE (1) FULL FLUTE PAST OPENING ON EACH SIDE #10 GALVANIZED SELF

TAPPING SHEET METAL SCREW

WITH NEOPRENE WASHER AT

12" SPACING ON SIDE LAP AND

AT EACH TOP FLUTE

SECTION A-A

A

A

*OPENING ****

NOTE:

COORDINATE SPRAY FIREPROOFING REQUIREMENTS WITH ARCHITECTURAL DRAWINGS.

* OPENING GREATER THAN 24"

** EXTEND PLATE (1) FULL LAPPED SEAM ON EACH SIDE OF OPENING

#10 GALVANIZED SELF

TAPPING SHEET METAL SCREW

WITH NEOPRENE WASHER

(INSTALLED IN EACH FLUTE)

SECTION A-A

12" 12"

NEW METAL DECKING TO MATCH EXISTING

EXISTING METAL DECK

#10 SCREW IN EACH FLUTE AT END OF PANEL

#10 GALVANIZED SELF

TAPPING SHEET METAL SCREW

WITH NEOPRENE WASHER @

12" SPACING ON SIDE LAP

A

A

*OPENING

EXISTING BEAM TYP

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORDCONSULTANT

321 4 5 6 7 8 9 10

Project Director

Revisions: Date:

STRUCTURAL SECTIONS AND

DETAILS

CONSTRUCTION

DOCUMENTS

AE DESIGN SERVICES FOR ROOF

REPLACEMENT

3495 BAILEY AVENUE

BUFALO, NY 14215

2019/11/13 S-502

B1

528-17-S49

SBV VAR

REV 0 - CONSTRUCTION DOCUMENTS 2019/11/13

"Unauthorized alteration or addition to any plans, specifications or reports bearing a Licensed Professional Engineer's seal is a violation of Section 7209, subdivision 2, of the New York State Education Law".

SCALE: 1 1/2"=1'-0"

STEEL GRATING ATTACHMENT DETAILS1 SCALE: 1 1/2"=1'-0"

BEAM FLANGE EXTENSION2 SCALE: 3/4"=1'-0"

PIPE HANDRAIL3

SCALE: 3"=1'-0"

PIPE HANDRAIL SPLICE5

SCALE: 3"=1'-0"

TOE PLATE SPLICE6

*THE CONSTRUCTION OF HANDRAILS SHALL BE SUCH THAT THE COMPLETED

STRUCTURE IS CAPABLE OF WITHSTANDING A LOAD OF AT LEAST 200 POUNDS

APPLIED IN ANY DIRECTION ON THE RAIL.

SCALE: NTS

TYPICAL EXISTING SLAB OPENING INFILL DETAIL7

SCALE: NTS

ROOF HATCH GUARD RAIL DETAIL8 SCALE: 3/4"=1'-0"

ROOF HATCH DETAIL10

SCALE: 3/4"=1'-0"

SMOKE HATCH DETAIL12SCALE: 3/4"=1'-0"

LADDER SAFETY POST DETAIL11

SCALE: 3/4"=1'-0"

ANGLE HANDRAIL4

SCALE: 3/4"=1'-0"

SAFETY RAIL DETAILS9

BASIS OF DESIGN: BLUEWATER SAFETY RAIL 2000

SCALE: NTS

TYPICAL EXISTING ROOF DECK OPENING INFILL DETAIL13 SCALE: NTS

TYPICAL EXISTING ROOF DECK OPENING INFILL DETAIL14

9.7

9.4

8.9

G.4

4"

FIELD MEASURE

FACE OF EXISTING

FOUNDATION WALL TO REMAIN

6" 7'-

6 1 /16

7'-

5 1 1/1

6"

FI

EL

D

ME

AS

UR

E

FI

EL

D

ME

AS

UR

E

EXISTING

CONCRETE WALL

AND FOOTING

TO REMAIN

EXISTING

SLAB ON GRADE

TO REMAIN

EXISTING

STRUCTURAL SLAB

EXISTING

CONCRETE WALL

AND FOOTING

BELOW

SB403

HG

F.6

HSS 4x 4x5

/16

HSS 4x 4x5

/16

HSS 4x 4x5

/16

G.4

EXISTING CONCRETE

FLOOR SLAB

HSS COLUMN

10" x 6" x 3/4" BASE PLATE

ON 1/4" LEVELING PLATE ON

3/4" NON-SHRINK GROUT

HILTI HIT-HY 200 V3 EPOXY

ADHESIVE WITH (2) 5/8" DIA

ASTM A307 GRADE A THREADED

RODS. MIN 6" EMBEDMENT

EXISTING CONCRETE

FOUNDATION WALL

FINISHED FLOOR

ELEVATION = 0'-0"

4"

1/4

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORDCONSULTANT

321 4 5 6 7 8 9 10

Project Director

Revisions: Date:

STRUCTURAL FOUNDATION PLAN -

ROOF 44

CONSTRUCTION

DOCUMENTS

AE DESIGN SERVICES FOR ROOF

REPLACEMENT

3495 BAILEY AVENUE

BUFALO, NY 14215

2019/11/13

SB403

B1

528-17-S49

SBV VAR

REV 0 - CONSTRUCTION DOCUMENTS 2019/11/13

"Unauthorized alteration or addition to any plans, specifications or reports bearing a Licensed Professional Engineer's seal is a violation of Section 7209, subdivision 2, of the New York State Education Law".

A WING

E

WING

D WINGC WING

B WING

ROOF AREA 6 ROOF

AREA

ROOF

AREA 2

ROOF

AREA 1

ROOF

AREA

ROOF AREA 5

ROOF

AREA 4

KEYPLAN

ROOF

AREA 8

SCALE: 1/4" = 1'-0"

EMERGENCY ROOM FOUNDATION PLAN1N

SCALE: 3/4" = 1'-0"

FOUNDATION SECTION2

SB403

EXISTING FINISHED FLOOR ASSUMED TO BE AT ELEVATION (-0'-0")

2'- 7 1

/2"

1'- 3 3

/4" 1'-

3 3 /4"

4'-4 3/4"1 1/2"

3 3 /4"

6"

EDGE OF (E) TANK

7" x 4" x 3/8" THK BASE

PLATE WITH (2) 5/8" ANCHOR

BOLTS (SAME CAP PLATE)

1'-4" LADDER

(E) H SS 3x

(TY

P)

(E) STEEL ROD

X-BRACING

4" SD402

SD402

2'- 6"

2'-9"

(E) C6

(E) C6

(E ) C

SD402

SD402

SD402

EDGE OF (E) DUCT

1'- 4 1

/2"

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORDCONSULTANT

321 4 5 6 7 8 9 10

Project Director

Revisions: Date:

STRUCTURAL DEMOLITION -

INTERIOR LADDER AND PLATFORM

CONSTRUCTION

DOCUMENTS

AE DESIGN SERVICES FOR ROOF

REPLACEMENT

3495 BAILEY AVENUE

BUFALO, NY 14215

2019/11/13

SD401

B1

528-17-S49

DJS DGA

REV 0 - CONSTRUCTION DOCUMENTS 2019/11/13

"Unauthorized alteration or addition to any plans, specifications or reports bearing a Licensed Professional Engineer's seal is a violation of Section 7209, subdivision 2, of the New York State Education Law".

SCALE: 1 1/2" = 1'-0"

PARTIAL PLAN AT 14TH FLOOR, EXISTING LADDER CONDITIONS (ROOF 2)

SCALE: 1 1/2" = 1'-0"

PARTIAL PLAN +14'-2 1/2" TOS AT 14TH FLOOR, EXISTING PLATFORM CONDITIONS (ROOF 2)

SD402

A WING

E

WING

D WINGC WING

B WING

KEYPLAN

GENERAL NOTES

1. SEE S-001 FOR S-SERIES NOTES & LEGENDS.

2. EXISTING STEEL PAINT/COATINGS CONTAIN LEAD. SEE LEAD AWARENESS NOTES ON

DRAWING A-001.

KEYED NOTES

REMOVE LADDER, CAGE AND RAILING.

REMOVE HSS COLUMN, CAP PLATE, BASE PLATE AND ANCHOR BOLTS.

ROOF LEGEND

KEY DESCRIPTION BUILDING ROOF AREA

UPPER 14TH FLOOR ROOF - CORE 1 1

ROOF AREA 6 ROOF

AREA

ROOF AREA 2

ROOF

AREA

ROOF AREA 5ROOF

AREA 8

ROOF AREA 4

'-2

1/ 2"

(E) TANK

EDGE OF (E) DUCT

(E) LADDER

(E) PLATFORM

RAILING

(E) STEEL ROD X-BRACING

(E) SUPPORT

(E) BRACING

(E) HATCH

6"

2'-3 1/4"

2'-2 1/2"

'-1

1"

CL

R

3'-0" MIN

CLR

5'- 4 3

/4"

TOP OF UPPER 14TH FLOOR

ROOF (ROOF 2)

TOP OF STEEL

TOP OF FINISHED FLOOR

(14TH FLOOR)

EDGE OF (E) DUCT

(E) HATCH

(E) LADDER

(E) PLATFORM

RAILING

1'-4 1/2"±

4'-7"±

CLR

1'-8"±

TOP OF UPPER 14TH FLOOR

ROOF (ROOF 2)

TOP OF FINISHED FLOOR

(14TH FLOOR)

2'-6"

OPENING

(E) C6

(E) SERRATED GRATING

(E) PLATFORM RAILING

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORDCONSULTANT

321 4 5 6 7 8 9 10

Project Director

Revisions: Date:

STRUCTURAL DEMOLITION -

INTERIOR LADDER AND PLATFORM

CONSTRUCTION

DOCUMENTS

AE DESIGN SERVICES FOR ROOF

REPLACEMENT

3495 BAILEY AVENUE

BUFALO, NY 14215

2019/11/13

SD402

B1

528-17-S49

DJS DGA

REV 0 - CONSTRUCTION DOCUMENTS 2019/11/13

"Unauthorized alteration or addition to any plans, specifications or reports bearing a Licensed Professional Engineer's seal is a violation of Section 7209, subdivision 2, of the New York State Education Law".

SCALE: 3/4" = 1'-0"

ELEVATION OF EXISTING LADDER AND PLATFORM1

SD401

SCALE: 3/4" = 1'-0"

ELEVATION OF EXISTING LADDER AND PLATFORM2

SD401

SCALE: 3/4" = 1'-0"

SECTION THRU PLATFORM OPENING3

SD401

GENERAL NOTES

1. SEE S-001 FOR S-SERIES NOTES & LEGENDS.

2. EXISTING STEEL PAINT/COATINGS CONTAIN LEAD. SEE LEAD AWARENESS NOTES ON

DRAWING A-001.

KEYED NOTES

REMOVE LADDER, CAGE AND BRACING.

REMOVE HSS COLUMN, CAP PLATE, BASE PLATE AND ANCHOR BOLTS.

REMOVE CANNEL BEAM.

REMOVE ROOF HATCH AND REPLACE.

ROOF LEGEND

KEY DESCRIPTION BUILDING ROOF AREA

UPPER 14TH FLOOR ROOF - CORE 1 1

A WING

E

WING

D WINGC WING

B WING

KEYPLAN

ROOF AREA 6 ROOF

AREA

ROOF AREA 2

ROOF

AREA

ROOF AREA 5ROOF

AREA 8

ROOF AREA 4

W8x10

(SLOPED)

W8x10

(SLOPED)

W8x10

(SLOPED)

W8x10

(SLOPED)

W8x10

(SLOPED)

W8x10

(SLOPED)

W8x10

(SLOPED)

W 8x

W

8x

W 8x

4"

FIELD MEASURE FACE OF EXISTING

FOUNDATION WALL

TO REMAIN

6" 7'-

6 1 /16

7'-

5 1 1/1

6"

FI

EL

D

ME

AS

UR

E

FI

EL

D

ME

AS

UR

E

6"

EQ

EQ

3'- 9"

3'-

8 1 1/1

6"

3'- 9"

3'-

9 1 /16

* ADJUST LOCATION OF NEW BEAMS AS REQUIRED TO

AVOID CONFLICTS WITH EXISTING WALL PANEL

CONNECTIONS TO EXISTING BEAMS. FIELD MEASURE ALL

EFFECTED ELEMENTS PRIOR TO FABRICATION.

NOTE:

1. ROOF DECK SHALL BE 1-1/2" x 20 GAUGE TYPE B, WIDE RIB GALVANIZED STEEL

DECK. SEE DETAIL ON THIS SHEET FOR FASTENING REQUIREMENTS.

2. REFER TO SECTIONS AND DETAILS FOR TOP OF STEEL ELEVATIONS.

3. ALL BEAMS SHOWN ARE NEW UNLESS SPECIFICALLY LABELED AS EXISTING.

4. SECTIONS INDICATED ON PLAN ARE TYPICAL FOR SIMILAR CONDITIONS.

SF403

SF403

SF403

SF403

SF403

8" x 5" x 1/2"

BEARING PLATE

9.7

9.4

8.9

F.6

G.4

EX

IS

TI

NG

W x

1'- 0"

1'- 0"

HG

G.4

METAL ROOF DECK

W8 SLOPED

LIGHT GAUGE

BRACING AT

EACH W8

LIGHT GAUGE

WALL FRAMING

W8 BEAM

(2) 3/4" BOLTS AT EACH ANGLE

(2) L6x4x5/16

BEAM SEAT

4" x 4" x 5/16"

CONTINUOUS

BENT PLATE

TO

P

OF

S

TE

EL

E

LE

VA

TI

ON

9'-

4"

TO

P

OF

S

TE

EL

E

LE

VA

TI

ON

9'-

4"

G.4

METAL ROOF DECK

W8 SLOPED

LIGHT GAUGE

BRACING AT

EACH W8

W8 BEAM

4" x 4" x 5/16"

CONTINUOUS

BENT PLATE

1/2" CAP PLATE WITH (4)

3/4" DIA A325 BOLTS

HSS COLUMN

SF403

(2) L6x4x5/16

BEAM SEAT

1/4"

HSS 4x4x5/16 COLUMN

1/2" CAP PLATE WITH (4)

3/4" DIA A325 BOLTS

W8 BEAMW8 BEAM

TO

P

OF

S

TE

EL

E

LE

VA

TI

ON

9'-

4"

(2) L6x4x5/16

BEAM SEAT 3/8" PLATE SHEAR WITH

(2) 3/4" DIA A325 BOLTS

W8

1'-0"

3/8" FITTED STIFFENER AT

EACH SIDE OF W8 BEAM

1/4"

SIDES

G STONE WALL PANEL

4" x 4" x 5/16"

CONTINUOUS

BENT PLATE

1-1/2" x 20 GAUGE ROOF DECK

W8 SLOPED

EXISTING ROOF DECK

OR CONCRETE SLAB

FOR DOUBLE ANGLE FRAMED

CONNECTION - FIELD DRILL

HOLES AS REQUIRED IN WEB OF

EXISTING WF BEAM

NOTES:

1. THOROUGHLY DOCUMENT ALL CONNECTION

DETAILS FOR EXISTING EXTERIOR WALL ELEMENTS.

FORWARD DOCUMENTATION TO ARCHITECT AND

ENGINEER PRIOR TO STARTING WORK. NOTIFY

ARCHITECT AND ENGINEER OF ANY POTENTIAL

CONFLICTS PRIOR TO STARTING WORK.

2. THIS PROJECT TO INCLUDE INSTALLATION OF

REINFORCING PLATE AND ANGLE AS INDICATED

ABOVE FOR FULL SPAN LENGTH OF EXISTING BEAM.

REINFORCING TO BE INSTALLED PRIOR TO ANY

OTHER STEELWORK.

3. ADJUST LOCATION OF NEW BEAMS AS REQUIRED TO

AVOID CONFLICTS WITH EXISTING WALL PANEL

CONNECTIONS TO EXISTING BEAMS. FIELD

MEASURE ALL EFFECTED ELEMENTS PRIOR TO

FABRICATION

FIELD CUT ACCESS HOLES IN EXISTING

WALL PANEL AS REQUIRED TO CONNECT

NEW WF BEAM TO EXISTING STEEL

SF403

W18

CUT OPENING IN EXISTING WALL PANEL

TO GAIN ACCESS TO MASONRY WALL.

PATCH OPENING WITH CONCRETE AFTER

NEW BEAM HAS BEEN INSTALLED

8" x 5" x 12" BEARING PLATE, WITH 2 - 1/2" DIA x 4" LONG

STUD ANCHORS

EXISTING WALL PANEL

EXISTING MASONRY WALL

6"1/4" 6"1/4"

GROUT BLOCK CELLS WTH GROUT

16" WIDE x MIN 16" DEEP, CENTERED

ON CENTER OF BEARING PLATE.

6" 6" 6" 6" 6" 6"

3'-0" SHEET WIDTH

TYP

6"

2 1/2" TYP

1 1 /2" x

G

AU

GE

GA

LV

AN

IZ

ED

W

ID

E

RI

B

DE

CK

TYP WELD PATTERN = 36/4

3/4" DIA PUDDLE WELDS

(1) #10 TEK SCREWS AT ALL

SIDELAPS AT THIRD POINTS

BETWEEN DECK SUPPORTS

NOTE:

WELD DECK EDGES, PARALLEL TO FLUTES,

AT 12" OC ALONG STEEL SUPPORTS

6" CONTINUOUS

AT ENDS

3-123/16 3-123/16

6" CONTINUOUS

AT ENDS

3-123/16 3-123/16

L3x3x5/16

6" x 1/2" THICK PLATE

EXISTING W24

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORDCONSULTANT

321 4 5 6 7 8 9 10

Project Director

Revisions: Date:

STRUCTURAL FRAMING PLAN -

ROOF 44

CONSTRUCTION

DOCUMENTS

AE DESIGN SERVICES FOR ROOF

REPLACEMENT

3495 BAILEY AVENUE

BUFALO, NY 14215

2019/11/13

SF403

B1

528-17-S49

SBV VAR

REV 0 - CONSTRUCTION DOCUMENTS 2019/11/13

"Unauthorized alteration or addition to any plans, specifications or reports bearing a Licensed Professional Engineer's seal is a violation of Section 7209, subdivision 2, of the New York State Education Law".

A WING

E

WING

D WINGC WING

B WING

ROOF AREA 6 ROOF

AREA

ROOF

AREA 2

ROOF

AREA 1

ROOF

AREA

ROOF AREA 5

ROOF

AREA 4

KEYPLAN

ROOF

AREA 8

SCALE: 1/4" = 1'-0"

EMERGENCY ROOM FRAMING PLAN1N

SCALE: 3/4" = 1'-0"

SECTION2 SCALE: 3/4" = 1'-0"

SECTION3

SCALE: 3/4" = 1'-0"

SECTION4 SCALE: 3/4" = 1'-0"

SECTION5

SCALE: 3/4" = 1'-0"

TYPICAL ROOF DECK PROFILE AND FASTENING SYSTEM8SCALE: 3/4" = 1'-0"

SECTION7SCALE: 1 1/2" = 1'-0"

DETAIL6