P400_DRAWINGS_Amd0004.pdf

S-002

FINAL DESIGN SUBMITTAL

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DATE: 12/30/2024

D1TYPICAL TRUSS ELEVATION

SCALE: 1:50

8362 2840 2682

16724

B1 TOP & BOTTOM

CHORDS TYPICAL

B2 VERTICALS &

DIAGONALS U.N.O.

B3 V

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B3 V

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B3

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B3 V

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B3 V

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B3 V

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REFER TO DRAWING S-105

FOR PURLIN SIZING

OR1OR1

B2*

SP

SP

B2*

REFER TO NOTE 4

SP

SP

REFER TO NOTE 4

SP - DENOTE SPLICE

LOCATION. REFER TO

DETAIL D2 ON

DRAWING S-501

B1

S3

SECURE ROOF AND WALL PANELS TO STEELWORK

ACCORDING TO MANUFACTURERS SPECIFICATION.

COORDINATE WITH MANUFACTURER FOR USE OF 12

GAUGE METAL SELF-DRILLING SCREWS (OR SIMILAR)

WITH WATER TIGHT SEAL. REFER TO ARCHITECTURAL

DRAWINGS FOR FURTHER DETAILS.

P3

P3

NOMINAL LOCATION OF 12 GAUGE METAL

SELF-DRILLING SCREWS (OR SIMILAR) WITH

WATER TIGHT SEAL.CONFIRM WITH ARCHITECT

AND PANEL MANUFACTURER. STAGGER AS

REQUIRED AND IN ACCORDANCE WITH

MANUFACTURERS SPECIFICATIONS TO AVOID

CLASHES.

SECURE ROOF EDGE PANELS TO WEB OF P3 MEMBER WITH A

MINIMUM OF SIX (6) SCREWS PER PANEL OR ACCORDING TO

MANUFACTURERS SPECIFICATION.

COORDINATE WITH PANEL MANUFACTURER FOR USE OF 12

GAUGE METAL SELF-DRILLING SCREWS (OR SIMILAR) WITH

WATER TIGHT SEAL. COORDINATE WITH ARCHITECT TO CONFIRM

FIXING REQUIREMENTS AND SEQUENCING FOR FLASHING.

SECURE ROOF EAVE PANELS TO FLANGE OF P3 MEMBER

ACCORDING TO MANUFACTURERS SPECIFICATION. COORDINATE

WITH PANEL MANUFACTURER FOR USE OF 12 GAUGE METAL

SELF-DRILLING SCREWS (OR SIMILAR) WITH WATER TIGHT SEAL.

COORDINATE WITH ARCHITECT TO CONFIRM FIXING

REQUIREMENTS AND SEQUENCING FOR FLASHING.

SECURE ROOF AND WALL PANELS TO STEELWORK ACCORDING

TO MANUFACTURERS SPECIFICATION. COORDINATE WITH PANEL

MANUFACTURER FOR USE OF 12 GAUGE METAL SELF-DRILLING

SCREWS (OR SIMILAR) WITH WATER TIGHT SEAL. REFER TO

ARCHITECTURAL DRAWINGS FOR FURTHER DETAILS.

NOMINAL LOCATION OF 12 GAUGE METAL

SELF-DRILLING SCREWS (OR SIMILAR) WITH WATER

TIGHT SEAL. CONFIRM WITH ARCHITECT AND PANEL

MANUFACTURER. STAGGER AS REQUIRED AND IN

ACCORDANCE WITH MANUFACTURERS

SPECIFICATIONS TO AVOID CLASHES

B4

FIX WALL PANELS DIRECTLY TO S2

(NO TOP HAT) AT THIS LOCATION.

PROVIDE ADDITIONAL TRIMMER TOP

HATS (VERTICAL AND HORIZONTAL) TO

ALL WINDOWS, DOORS AND LOUVRES

AS REQUIRED. REFER TO

ARCHITECTURAL DRAWINGS FOR

LOCATIONS AND DETAILS.

NOMINAL LOCATION OF 12 GAUGE METAL SELF-DRILLING

SCREWS (OR SIMILAR) WITH WATER TIGHT SEAL.

CONFIRM WITH ARCHITECT AND PANEL MANUFACTURER.

SECURE TOP HATS TO MASONRY WALL WITH 2-10 GAUGE

MASONRY SCREWS. MAXIMUM 600 CRS BOTH SIDES. REFER

NOTE 2. REFER ARCHITECTURAL DRAWINGS FOR DETAILS.

PROVIDE 50mm HIGH 1.2 BMT TOP HATS AS SHOWN

AND AT TRUSS MID-HEIGHT (MAX SPAN 450).

SECURE TO STEELWORK WITH 2-10 GAUGE METAL

SELF-DRILLING SCREWS (OR SIMILAR) WITH WATER

TIGHT SEAL. FOUR (4) SCREWS TO ATTACH TOP HAT

TO STEELWORK AT MAXIMUM 400 CRS BOTH SIDES.

REFER ARCHITECTURAL DRAWINGS FOR DETAILS.

B1DETAIL

SCALE: 1:10mm

B3DETAIL

SCALE: 1:10mm

A1DETAIL

SCALE: 1:10mm

PROVIDE 1.2 BMT TOP HATS (HORIZONTAL) TO LOWER

EDGE OF INSULATION PANELS, THE TOP OF THE

MASONRY WALL, ABOVE AND BELOW OPENINGS AND

AT 1200 MAX CTS (EVENLY SPACED)

B9

B1

P1

75x6 EA CLEATS, SHOP WELDED TO B1 ALL AROUND WITH 75x6 PL

TAGS AT 2000 CTS

1-M16 CHEMICAL ANCHOR,

120 EMBEDMENT INTO MASONRY

WALL THROUGH 40 LONG

VERTICALLY SLOTTED HOLE.

REFER NOTE 3

NOTE: THIS HEAD RESTRAINT CONNECTION

ONLY APPLICABLE TO TRUSS ON GRID 7

S-502 1000mm

1:10

FINAL DESIGN SUBMITTAL

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SHEET NOTES:

1. THIS DRAWING SHALL BE READ IN CONJUNCTION WITH THE PROJECT

SPECIFICATIONS AND DRAWINGS S-001 TO S-003.

2. MASONRY SCREWS SHALL BE INSTALLED AS PER MANUFACTURER

SPECIFICATIONS AND BE COMPATIBLE WITH TOP HAT GEOMETRY. SCREWS

TO BE HDG AND ACHIEVE A MINIMUM PULL-OUT STRENGTH OF 0.75 kN PER

SCREW.

3. CHEMICAL ANCHOR EPOXY FOR CONNECTIONS SHALL BE

HIGH-PERFORMANCE AND SUITABLE FOR USE IN FULLY CORE-FILLED

CONCRETE MASONRY BLOCKS. CONFIRM APPROVAL OF SELECTED

PRODUCT WITH STRUCTURAL ENGINEER BEFORE CONSTRUCTION.

4. TRUSS MEMBERS DENOTES B2* SHALL BE REMOVABLE WITH FORKED 'T'

CLEAT CONNECTION

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A

S1

S1 R1

R1

B

C2

OR1

A1DETAIL

S-201SCALE: 1:10mm

R1

20 THK END PL. FSBW TO TOP & BOTTOM FLANGES

8CFW ALL ROUND TO WEBS.

4-M24 8.8/S BOLTS

10 PL STIFFENER,

BOTH SIDES.

6 CFW ALL AROUND

25 THK END PL.

FSBW TO FLANGES, 8CFW

ALL AROUND TO WEBS.

6-M24 8.8/S BOLTS.

12 PL CLEAT, 6CFW

TO R1 ALL AROUND.

20 END PL,

8CFW TO C1.

HAUNCH CUT FROM R1

SECTION. 8CFW EACH SIDE

FOR WEB OF HAUNCH OF R1

8 PL PURLIN CLEAT,

6CFW ALL AROUND.

2-M12 PURLIN BOLTS.

16 CAP PLATE, 8CFW ALL

AROUND TO TOP OF C1. 6CFW

OR1 TO TOP OF CAP PLATE

150 SERIES CMU WALL

GP BRACKET, M12

8.8/S BOLTS

S1

A2C1 BASEPLATE

SCALE: 1:10mm

C1

C2

A3C2 BASEPLATE

SCALE: 1:10mm

20 END PL,

6CFW TO C2.

16 THK END PLATE,

6CFW ALL AROUND.

4-M16 8.8/S BOLTS.

4-M24 4.6/S HD BOLTS,

EMBED 600 MIN. 4-M20 4.6/S HD BOLTS,

EMBED 500 MIN.30

10 PL STIFFENER,

6CFW ALL AROUND.

12 FLANGE DOUBLER

PLATES BOTH SIDES OF

WEB, 6CFW ALL AROUND.

12 PL CLEAT, 6 CFW

ALL AROUND

12 PL CLEAT, 6 CFW ALL

AROUND. (BR2 NOT

SHOWN FOR CLARITY)12 PL CLEAT, 6CFW ALL

AROUND.

16PL CLEAT FOR WALL

BRACING, 6CFW ALL AROUND

WALL BRACING LINE

(S1 NOT SHOWN FOR CLARITY)

C3

A4C3 BASEPLATE

SCALE: 1:10mm

20 END PL,

6CFW TO C3

4-M20 4.6/S HD BOLTS,

EMBED 500 MIN.

0 =

A5TYPICAL HD BOLT ARRANGEMENT

SCALE: 1:10mm

30 (NOM.) HIGH-STRENGTH

NON-SHRINK GROUT PAD

STEEL COLUMN

R10-300 TIES TACK WELDED

TO HD BOLTS (MIN. 2 TIES)

BASE PLATE

D1TYPICAL 'UB' SPLICE

NOT TO SCALE

'G'

'A'

70 70 50

MIN

MAX

'G'

4070 TY

P

6CFW FLANGE SPLICE PLATE

TO BEAM ALL ROUND

'C' M20 8.8/TB BOLTS IN

TOTAL PER FLANGE IN

2 LINES AT 'F' GAUGE

'E' THICK SPLICE

PLATES TO TOP &

BOTTOM FLANGES

'D' M20 8.8/S BOLTS IN TOTAL

PER WEB IN 1 LINE

6mm THICK SPLICE PLATES TO

BOTH SIDES OF WEB

SECTION

310UB

'A'

410UB 3

'B'

'C'

'D'

'E'

'F'

'G'

A = NUMBER OF ROWS OF BOLTS IN FLANGE/FLANGE SPLICE PLATES

B = NUMBER OF ROWS OF BOLTS IN WEB/WEB SPLICE PLATES

C = NUMBER OF BOLTS IN TOTAL PER FLANGE

D = NUMBER OF BOLTS IN TOTAL PER WEB

E = THICKNESS OF FLANGE SPLICE PLATES (mm) F = BOLT GAUGE OF FLANGE/FLANGE SPLICE PLATES (mm) G = LENGTH OF FLANGE SPLICE PLATE WELD (mm)

NOTE:

SPLICES ARE ONLY PERMITTED WHERE NOMINATED ON THE DESIGN DRAWINGS.

ALTERNATIVE SPLICE LOCATIONS MUST BE APPROVED BY THE DESIGN ENGINEER.

LAP

50x5.0 EA 50x 5.0

EA

FOR DETAILS OF ROOF

CLADDING REFER TO

ARCHITECT DRAWINGS

REFER MANUFACTURER

SPECIFICATIONS FOR CLEAT

SIZING

D4TYPICAL PURLIN 'Fb' FLY BRACE CONNECTION SCALE: 1:10mm

B4TYPICAL GIRT FLY BRACE CONNECTION

SCALE: 1:10mm

50x 5.0

EA

8PL STIFFENER

1-M12 4.6/S BOLT

GIRT

B5TYPICAL 'BR1' BRACE CONNECTION

SCALE: 1:10mm

WEB OR FLANGE OF

SUPPORTING MEMBER

2-M16 8.8/S BOLTS

MAX

10 PL STIFFENER,

6CFW ALL AROUND.

10 PL STIFFENER, 150 LONG.

6CFW ALL AROUND.

TOP OF CONCRETE

HD BOLTS TO HAVE END

NUTS WITH 8x50 SQ. PLATES.

NOM.

435 NOM.

C1

H1

H3

12 PL CLEAT, 6 CFW

ALL AROUND

12 PL CLEAT, 6 CFW

ALL AROUND

10PL WEB

STIFFENERS

EACH SIDE

10PL WEB

STIFFENERS

EACH SIDE

PROVIDE ADDITIONAL MEMBERS, FIXINGS AND SUPPORT AS

REQUIRED TO SUIT ROOF VENT AND ROOF SHEETING SUPPORT.

ALLOW FOR ADDITIONAL 200 PFC SECTIONS EACH SIDE OF

RIDGE (POSITION AND DETAILING TBC BY VENT MANUFACTURER)

S-503 1000mm

1:10

FINAL DESIGN SUBMITTAL

C044138No.RE G I

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S TA T E O F C A L I FO R N I AC I V I L

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H O N Y P E T R O C C I T T O

1. THIS DRAWING SHALL BE READ IN CONJUNCTION WITH THE PROJECT

SPECIFICATIONS AND DRAWINGS S-001 TO S-003.

SHEET NOTES:

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