36C26319R0036-007.pdf

W8x24

W x

W x

W8x24

W8x24

3'-1" 7'-10" 3'-1"

M C x

M C x

1" GALV. BAR GRATE

CHILLER

HSS 12x6x5/16

HSS 12x6x5/16

H S

S x x

6" Ø STD. PIPE

6-PLACES

W8x24

W8x24

W x

W x

W x

W x

W x

W x

W x

W x

6" Ø STD PIPE

4-PLACES

2-L3 x 2 x

DIAG. BRACE

2-L3 x 2 x

DIAG. BRACE

2-L3 x 2 x

DIAG. BRACE,

2-L3 x 2 x

DIAG. BRACE,

W x

W14x30

W14x30

W x

W x

W x

5'-9"7'-4" 7'-4" 7'-4"

3" Ø STD. PIPE

MC12x10.6

MC12x10.6

3" Ø STD. PIPE

W x

RTU

D

5,000#

RTU

16000#

FRAME BEAM OVER

COLUMN W/

" BOLTED

CAP PL, SIM. TO DET. 5/S101

PLAN NOTES:

1. ALL NEW PLATFORM FRAMING MUST BE A MINIMUM OF

3'-0" ABOVE THE TOP OF ROOF, TYP.

GUARDRAIL,

EA. SIDE

2-L3 x2 x

HORIZ. BRACE

GUARDRAIL, BOTH

SIDES OF STAIR

GUARDRAIL,

4-SIDES

2-L3 x 2 x

DIAG. BRACE,

EA. SIDE

CONTRACTOR FIELD VERIFY

LOCATION OF 4-6" Ø PIPE

COLUMNS OVER EXISTING

COLUMNS BELOW.

SEE MECH. EQUIP. DRAWINGS

FOR ATTACHMENT OF

EQUIP. TO SUPPORT BEAMS

CONTRACTOR FIELD VERIFY

LOCATION OF 4-6" Ø PIPE

COLUMNS OVER EXISTING

COLUMNS BELOW.

SEE MECH. EQUIP.

DRAWINGS FOR

ATTACHMENT OF

EQUIP. TO

SUPPORT BEAMS

HSS 3x3x

, W/

CURVED HSS 4x2, TYP.

HSS 4x4x

HANGER

BOLT FRAME TO WALL

BOLT FRAME TO WALL

BOLT FRAME TO WALL

BOLT FRAME TO WALL

BOLT FRAME TO WALL

HSS 12x6

PERFORATED STAINLESS

STEEL PANEL

HSS 3x3x

FACE OF (E) BLDG

" END PL

CURVED

HSS 4x2x

L 4x3x x 4

4'-8"

8'-8"

PERFORATED

STAINLESS

STEEL PANEL

8"

HSS 4x4x

HANGER

HSS 4x4x

HANGER

HSS 3x3x

@ EA. FLOOR TYP.

CURVED HSS 4x2x

L 4x3x x 4

HSS 4x4x

HANGER

PERFORATED

STAINLESS

STEEL PANEL

FACE OF (E) BRICK

PL 1/2x4x11 W/ 2-

" Ø

HAS SUPER THREADED

RODS W/ 11

" EMBED

W/ HIT-HY 70

ADHESIVE BY HILTI

1" NON-SHRINK

GROUT

HSS 3x3x1/4

8"

LOCATE SCREW

WITHIN 2" OF EA.

END OF EA. PANEL

1/4

3 SIDES

(1/4)

1/4

(1/4)

HSS 3x3 TO

HSS 4x4

1/4

3 SIDES

1/4

TYP.

1/4

TYP.

#10 STAINLESS STEEL

SCREWS @ 12" O.C.

CONC.

BEAM

#10 STAINLESS STEEL

SCREWS @ 12" O.C., TYP.

(DO NOT SCREW AT

PERFERATION)

(1/4)

3'-1"

W8

W8

CHILLER

L4x3 1/2x1/4x6"

W/ 2-

" Ø BOLTS

GUARD RAIL

x 4" KICK PL

1" GALV. BAR GRATING

SEE MECH.

FOR BOLTING

REQUIREMENTS

" X-STRG PIPE POSTS

@ 8"-0" MAX. W/ 1

" STD

PIPE HORIZONTALS,

TYP. ALL GUARDRAILS

6" Ø STD PIPE

BASE PL

x12x12 W/ 4-

" Ø

HIT-HY200 ADHESIVE ANCHORS BY

HILTI W/ HIT-Z RODS & 3

" EMBED

" NON-SHRINK

GROUT

PL 5/16x4x"L"

3/4" Ø A325

SCHEDULE

BEAM

DEPTH

LESS THAN

12 or 14

"L"

3"

5 1/2"

8 1/2"

11 1/2"

1'-2 1/2"

1'-5 1/2"

1'-8 1/2"

8 or 10

1/4"

T Y

P

T Y

P

L

MC 12x10.6

" CLOSURE PL

3" Ø STD. PIPE

HSS 8x6x

L3x3x x 1'-0", EA. SIDE

L3x3x x 1-0"

EA. SIDE

4-

" Ø A325 BOLTS

HSS 12x6x

" CAP PL W/

4-

" Ø A325

BOLTS

PL

x 6

W/

4-

" Ø A325 BOLTS

" GUSSET PL

" GUSSET PL

1/4

W8W8

TYP. SHEAR PL

CONN, DET. 6/S101

(3/16) 3"

ROOFING

BASE PL

x 4x9 W/

2-

" Ø HLC SLEEVE ANCHORS

BY HILTI W/ 1

" EMBED

" NON-SHRINK GROUT

" CLOSURE PL

1" BAR GRATING

TYP. SHEAR PL

CONN. 6/S1.1

W8

1 1/2" TYP.

EDGE

DISTANCE

L3 x 2 x

LL/BB

W/ 2-

" Ø A325 BOLTS, EA. END

W.P.

1" BAR GRATING TREADS

GUARDRAIL

2-L3 x2 x

HORIZ. BRACE

2-

" Ø A325 BOLTS

M

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T

O

B

O T

O

F

S

T R

U C

T U

R E

A D

J U

S T

A

N G

L E

O

F

B R

A C

E

T

O

M A

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T A

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M

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DOWN

UU

BRACING,

NOTE 1, TYP.

BRACING

BRACING

PENDANT BY LIKO

PENDANT BY LIKO

PENDANT BY LIKO

BOLT UNISTRUT

TO CONC. JOIST

BOLT UNISTRUT

TO CONC. JOIST

BOLT UNISTRUT

TO CONC. JOIST

EXIST. CONC. PAN JOISTS, TYP.

BRACING NOTES:

1. EACH PENDANT SHALL BE BRACED IN 2 DIRECTIONS

TO PREVENT LATERAL MOVEMENT, BRACES MAY BE

INSTALLED ON EITHER SIDE OF PENDANT. DIAGONAL

UNISTRUT BRACES (P1000) SHALL BE USED

PERPENDICULAR TO THE PRIMARY RAILS AT EACH

PENDANT.

2. THE PRIMARY RAILS MAY BE USED TO TRANSFER

BRACE FORCES PARALLEL TO THE RAILS. ONE

DIAGONAL UNISTRUT BRACE IS REQUIRED PARALLEL

TO EACH PRIMARY RAIL.

3. BRACES SHALL BE INSTALLED ±15 DEGREES

RELATIVE TO EACH AXIS. SEE LIKO TYPICAL DETAILS.

4. PENDANT SUPPORT DETAILS ARE DESIGNED FOR A

LIFTING CAPACITY OF 1,100#

LIKO RAIL

LIKO RAIL

GENERAL STRUCTURAL NOTES

DESIGN CRITERIA:

DESIGN CODE: 2015 IBC

WIND LOAD:

BASIC WIND SPEED V = 120 MPH

EXPOSURE CATEGORY B

SEISMIC LOAD:

Ss = 0.097 S1 = 0.045

IMPORTANCE FACTOR I = 1.5

SOIL PROFILE TYPE = SD

FLOOR LIVE LOAD:

CATWALKS = 40 PSF

GENERAL PROJECT NOTES

1. ALL DIMENSIONS AND CONDITIONS SHOWN ON THE DRAWINGS SHALL BE VERIFIED BY

THE CONTRACTOR PRIOR TO FABRICATION OR CONSTRUCTION.

2. THE ARCHITECT SHALL BE NOTIFIED IN WRITING OF ANY EXISTING CONDITIONS WHICH

DIFFER FROM THOSE SHOWN ON THE CONTRACT DOCUMENTS.

3. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROTECTION OF THE EXISTING

BUILDING DURING THE EXECUTION OF THE CONTRACT.

4. THE CONTRACTOR SHALL PROVIDE AND MAINTAIN ADEQUATE SHORING AND BRACING

TO PROTECT THE EXISTING STRUCTURE AND UNFINISHED NEW CONSTRUCTION.

SPECIAL INSPECTIONS:

1. PROVIDE SPECIAL INSPECTIONS AS REQUIRED IN ACCORDANCE WITH THE

INTERNATIONAL BUILDING CODE FOR THE FOLLOWING: STRUCTURAL STEEL (IN

ACCORDANCE WITH AISC 360).

2. PROVIDE THE SPECIAL INSPECTOR 48 HOURS PRIOR NOTICE FOR THE SPECIAL

INSPECTIONS.

STRUCTURAL STEEL:

1. STRUCTURAL STEEL SHALL BE DESIGNED, FABRICATED AND ERECTED IN ACCORDANCE

WITH THE AISC "SPECIFICATIONS FOR THE DESIGN, FABRICATION AND ERECTION OF

STRUCTURAL STEEL BUILDINGS" AND THE "CODE OF STANDARD PRACTICE", LATEST

EDITIONS.

2. ALL WIDE FLANGES SHALL BE ASTM A992, GRADE 50, UNLESS NOTED OTHERWISE.

CHANNELS, ANGLES AND PLATE MATERIAL SHALL BE ASTM A36.

3. ALL STRUCTURAL PIPES SHALL BE ASTM A53, GRADE B, FY = 35 KSI.

4. ALL RECTANGULAR HOLLOW STRUCTURAL SECTIONS (HSS) SHALL BE ASTM A500, GRADE

B, FY = 46 KSI.

5. ALL STRUCTURAL STEEL BOLTS SHALL BE 3/4" DIAMETER ASTM A325N IN SNUG TIGHT

CONNECTIONS.

6. ALL WELDING SHALL BE PERFORMED BY CERTIFIED WELDERS IN ACCORDANCE WITH

AWS D.1.1, LATEST EDITION.

7. ALL WELDS SHALL BE MADE WITH E70 ELECTRODES.

8. ALL STEEL SHALL HOT DIP GALVANIZED.

9. STANDARD AISC CONNECTIONS SHALL BE USED UNLESS SHOWN OTHERWISE. NO

CONNECTION SHALL HAVE LESS THAN TWO BOLTS OR AN EQUIVALENT WELD.

10. BRACING MEMBERS SHALL BE FRAMED TO THE CENTERLINE OF THE BEAMS AND

COLUMNS AT THE CONNECTION UNLESS NOTED OTHERWISE.

11. GALVANIZED STEEL SHALL BE SURFACE PREPARED BY CAUSTIC CLEANING, ACID

PICKLING, AND FLUXING, AND SHALL BE HOT DIP GALVANIZED ACCORDING TO ASTM

A123, "STANDARD SPECIFICATION FOR ZINC (HOT DIP GALVANIZED) COATINGS ON IRON

AND STEEL PRODUCTS".

12. ALL STRUCTURAL STEEL SHALL BE HOT DIP GALVANIZED.

13. THE CONTRACTOR SHALL SUBMIT STRUCTURAL STEEL SHOP DRAWINGS TO THE

ARCHITECT.

STEEL STAIRS AND GRATING:

1. STRUCTURAL STEEL SHALL BE DESIGNED, FABRICATED AND ERECTED IN ACCORDANCE

WITH THE AISC "SPECIFICATIONS FOR THE DESIGN, FABRICATION AND ERECTION OF

STRUCTURAL STEEL BUILDINGS" AND THE "CODE OF STANDARD PRACTICE", LATEST

EDITIONS.

2. ALL WIDE FLANGES SHALL BE ASTM A992, GRADE 50, UNLESS NOTED OTHERWISE.

CHANNELS, ANGLES AND PLATE MATERIAL SHALL BE ASTM A36.

3. ALL STAIR STRINGERS SHALL BE MC12X10.6 UNLESS NOTED OTHERWISE.

4. STAIR TREADS SHALL BE 1" BAR GRATING WITH CHECKER PLATE NOSING.

5. PROVIDE SAFETY NOSING AT THE TOP OF ALL STAIRS AND AT OTHER EXPOSED EDGES OF

THE FLOOR.

6. ALL LADDERS AND STAIRS SHALL BE BOLTED TO FRAMING MEMBERS, OR ANCHORED TO

CONCRETE WITH 5/8" DIAMETER EXPANSION ANCHORS EMBEDDED 4" INTO THE

CONCRETE.

7. ALL METAL GRATING AND GRATING TREADS SHALL COMPLY WITH THE SPECIFICATIONS

OF THE NATIONAL ASSOCIATION OF ARCHITECTURAL METAL MANUFACTURERS.

8. WELDED STEEL GRATING SHALL HAVE 1" X 3/16" BEARING BARS AT 1 3/16" O.C., AND

CROSS BARS AT 4" O.C. UNLESS NOTED OTHERWISE.

9. ALL GRATING BEARING AND CROSS BARS SHALL BE IN LINE.

10. BAND ALL EXPOSED EDGES OF GRATING, EXCEPT AT SUPPORTS WHERE GRATING ABUTS

CONCRETE, STEEL OR ADJACENT GRATING PANEL. BAND EDGES AT ALL BLOCKOUTS. ALL

REMOVABLE GRATING PANELS SHALL BE BANDED.

11. ALL STAIR FRAMING SHALL BE HOT DIP GALVANIZED.

12. THE CONTRACTOR SHALL SUBMIT STRUCTURAL STEEL STAIR AND GRATING SHOP

DRAWINGS TO THE ARCHITECT.

FASTENERS:

1. ALL EXPANSION ANCHORS SHALL BE THE SIZE AND EMBEDMENT AS SHOWN ON THE

DRAWINGS. WHEN EMBEDMENT IS NOT SHOWN ON THE DRAWINGS, THE EMBEDMENT

SHALL BE THE STANDARD EMBEDMENT AS RECOMMENDED BY THE MANUFACTURER.

2. THE PLACEMENT OF EXPANSION BOLTS IN MASONRY HEAD JOINTS OR 'T' JOINTS SHALL BE

AVOIDED IF POSSIBLE.

3. APPROVED EXPANSION ANCHORS SHALL BE:

a. KWIK BOLT 3 EXPANSION ANCHOR BY HILTI,

b. TRUBOLT WEDGE ANCHOR BY ITW RAMSET / REDHEAD,

c. OR AN APPROVED EQUAL.

4. ALL ADHESIVE ANCHORS SHALL BE THE SIZE AND EMBEDMENT AS SHOWN ON THE

DRAWINGS. WHEN EMBEDMENT IS NOT SHOWN ON THE DRAWINGS, THE EMBEDMENT

SHALL BE THE STANDARD EMBEDMENT AS RECOMMENDED BY THE MANUFACTURER.

5. APPROVED ADHESIVE ANCHORS SHALL BE:

a. HY-200 INJECTION ADHESIVE ANCHOR INTO SOLID CONCRETE OR SOLID MASONRY

BLOCK, BY HILTI,

b. HY-70 INJECTION ADHESIVE ANCHOR WITH SCREEN TUBE INTO HOLLOW MASONRY

BLOCK OR SOLID BRICK WITH VOIDS, BY HILTI,

c. OR AN APPROVED EQUAL.

HSS 12x6

L5x3x x8

L4x4x x8

3-

" Ø A325 BOLTS

HSS 4x4x

HANGER

6" Ø STD. PIPE

BASE PL

x12x12

W/ 4-

" Ø HIT-HY 200

ADHESIVE ANCHORS BY HILTI

W/ HIT-Z RODS & 3

" EMBED

" NON-SHRINK

GROUT

" CAP PL W/

4-

" Ø A325

BOLTS

PL

" W/

4-

" Ø A325 BOLTS

" GUSSET PL

" GUSSET PL

L3 x 2 x

LL/BB

W/ 2-

" Ø A325 BOLTS,

EA. END

1/4

3'-0"

3"

1 1/2" TYP.

EDGE DISTANCE

W14

" STIFF PL,

EA. SIDE

" END PL

M

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B

T

O

F

N

W

R

U C

T U

R E

HSS 4x4

HANGER

6" Ø STD PIPE

" NON-SHRINK

GROUT

HSS 12x6

W8

W8

" GUSSET,

EA. END

2-L3 x2 x

LL/BB W/

2-

" Ø A325 BOLT, EA. END

2-L3 x2 x

LL/BB

L3 x3 x

STIFF.

HSS 12x6x

PL

x12x12 W/

3-

" Ø A325 BOLTS,

EA. SIDE

W14

HSS 12x6

W14

L3 x3

PL

" Ø HILTI KWIK BOLT

TZ EXPANSION ANCHOR

(CARBON STEEL)

W/ 2

" EMBEDMENT

(E) CONC. JOISTS

P1000 BRACE

P1546 BY UNISTRUT

EA. END, TYP.

" Ø BOLT

" Ø BOLT

LIKO PENDANT

M

I N

M A

X

P1000 BRACE

LIKO RAIL

" Ø HILTI KWIK BOLT

TZ EXPANSION ANCHOR

(CARBON STEEL)

W/ 2

" EMBEDMENT

IN SIDE OF JOIST

P1000 H3, 8" LONG

(E) CONC. JOIST

M

I N

P1001

LIKO PENDANT

SIDE OF JOIST

P1000 H3 BOLTED

TO JOIST

" Ø BOLT

P1000 DIAGONAL BRACE

M A

X

LIKO RAIL

3 SIDES

1/4

3 SIDES

1/4

A D

J U

G

L

F

B R

A C

E

A

S

R

E Q

D

M

I N

T A

I

M

I N

BASE PL

x12x12

W/ 4-

" Ø HIT-HY 200

ADHESIVE ANCHORS BY HILTI

W/ HIT-Z RODS & 3

" EMBED

P1325 BY UNISTRUT

W/ 2-

" Ø BOLTS W/

P1010 NUT, EA. LEG, TYP.

LIKO

PENDANT

P1000 (12 GA.) BY UNISTRUT W/

" Ø HILTI KWIK BOLT TZ EXPANSION ANCHOR

(CARBON STEEL) W/ 3

" EMBEDMENT, TYP.

M

I N

P1001 (12 GA.)

BY UNISTRUT

SHIM BTWN

ANGLE &

UNISTRUT

AS REQ'D

EXISTING

CONCRETE

JOISTS