1611490 Dwg S-509.pdf

(4) EQUAL SPACES AS MEASURED ALONG TOP CHORD

JOIST SEE

PLAN

UPLIFT BRDG NEAR FIRST BOTT

CHORD PANEL POINT (EA END)BRDG

MAY BE LOCATED ON EITHER SIDE OF

JOIST BOTTOM CHORD PANEL POINT

NOTE:

SAMPLE LAYOUT SHOWN FOR (3) ROWS @ TOP CHORD & 5 ROWS @ BOTT CHORD

BRIDGING LAYOUT BY JOIST ENGINEER AND MANUFACTURER.

JOIST BRDG PER MFR

REQUIREMENTS

ALIGN TOP CHORD BRDG

W/ BOTT CHORD BRDG (TYP)

BY

J

O

IS

T M

FR

JO

IS

T

SE

AT

HSS5xHx1/4 (LLH)

BETWEEN

EACH JOIST

H = DENOTES TUBE

HT TO BE

COORDINATED

WITH JOIST SEAT

DEPTHS AND JOIST

MFR

METAL DECK

K-SERIES

JOIST

(BEYOND)

CONT

METAL

ANGLE

3/16 2-12

3/16 2-12

3/16 2-12

3/16 2-12

STL BM

JOIST OVERHANG

*WELD

FULL

LENGTH OF

SEAT (TYP)

K SERIES JOIST

SHORTER THAN

BEAM

K SERIES

JOIST DEEPER

THAN BEAM STEEL BM

UPLIFT BRDG (TYP)

NOTES:

1. STAGGER JOISTS WHERE INDICATED IN PLAN OR AS REQ'D TO OBTAIN 2 1/2"

(MIN) BEARING ON STEEL SUPPORTS. COOR'D AS REQ'D.

2. JOISTS/ROOF SLOPE IS NOT SHOWN FOR CLARITY. REF ROOF FRMG PLAN FOR

SLOPES AS APPLICABLE. PROVIDE FLAT AND LEVEL BEARING SEATS AT ALL

SLOPING ROOF JOISTS IN ORDER TO OBTAIN FULL CONTACT W/ SUPPORTING

MEMBERS. JOIST SEAT DEPTH BY JOIST MANUFACTURER.

3. *BOLT JOISTS AS REQ'D FOR COLUMN STABILITY AND WHERE INDICATED IN PLAN.

METAL DECK

BY

J

O

IS

T M

FR

JS

T

SE

AT

CL BM.

HSS5xHx1/4 (LLH) BETWEEN EACH JOIST

H = DENOTES TUBE HT TO BE

COORDINATED WITH JOIST SEAT DEPTHS

AND JOIST MFR

3/16 2-12

3/16 2-12 TUBE TO

BEAM

INCORRECTCORRECT

ADD JOIST REINFORCING ANGLES FOR CONCENTRATED LOADS

WHICH EXCEED 150 LB AND DO NOT FALL AT A PANEL POINT.

CONCENTRATED LOAD

USE 3"x3" SPACER

WHEN JOIST DEPTH

EXCEEDS 24".

FOR JOIST SIZE, SEE PLAN

PANEL POINT

HANGER LOAD PANEL POINT

(2) L'S 2 1/2x2 1/2x3/16 (NS & FS)

TYP

NOTES:

1. ANGLE BRACES SHALL BE AT MAXIMUM 5 FT O.C.

2. FIELD WELDING OF 1/4" CONNECTION PLATES SHALL BE AT FABRICATORS OPTION.

3. ALL BRACING SHALL BE IN PLACE AND WELDED BEFORE DECK INSTALLATION.

4. BRACE SIZES SHOWN ARE TYPICAL UNLESS OTHERWISE NOTED ON PLAN.

5. REFER TO PLAN NOTES FOR DECK CONSTRUCTION.

L3x3x5/16

CL CLTOP OF DECK

L3x3x5/16

TOP OF DECK

3/16

3/16 TYP

PL 1/4"x6"x0'-6" (TYP)

TYP 3/16

3/16

3/16

3/16 TYP

CL OF PANEL POINT

(TYP)2" MIN

JOIST BRIDGING BY JOIST MFR

WELD OR BOLT TO TOP AND BOTT

FLANGES OF STEEL BM (TYP)

METAL DECK

K-SERIES JOIST

SHORTER THAN BEAMK-SERIES JOIST DEEPER

THAN BEAM

WF BEAM

STEEL

BM

CLCLCL

TYP SUPPORT FOR ALL NON LOAD- BEARING MASONRY PARTITIONS

EXTENDING TO BOTTOM OF DECK, PARALLEL TO STEEL JOISTS

NON LOAD-BRG CMU WALL

CTR BOLTS IN

11/16"x 2"

VERT SLOTTED

HOLES (TYP)

STEEL

JOIST, SEE

PLAN (TYP)

L4x4x1/4x1'-0" W/ (2) 5/8"Ø EXP BOLTS

CTR'D W/ JOIST NS & FS (STAGGER

BOLTS &/OR PLACE VERT LEG UP OR

DOWN TO AVOID CONFLICTS)

HORIZ OR DIAGONAL JOIST BRDG BY JOIST

MFR/ENGINEER, SEE PLAN, WELD OR BOLT ALL

POINTS OF CONTACT (TYP)

U-BLK REINF W/ (1) #5 CONT

@ BOTT CHORD OF JOIST AS SHOWN

1" COMPRESSIBLE FILLER

METAL DECK

U-BLK REINF W/ (1) #5 CONT

@ BOTT CHORD OF JOIST AS SHOWN

L4x4x1/4x1'-0" W/ (2) #10 SELF-

DRILLING SCREWS AT 6" O.C.

EA SIDE OF WALL

SECTION A-A

TYP SUPPORT FOR ALL NON LOAD- BEARING MASONRY PARTITIONS EXTENDING TO

BOTTOM OF DECK, INTERRUPTED BY STEEL FRAMING

L4x4x1/4 x O'-8" CTR'D NS,FS (NOT

REQ'D IF WALL IS BRACED BY

ANOTHER MASONRY WALL PERP TO

THIS WALL W/IN 10'-0" OF JOIST)

1/2" PJF

METAL DECK

STEEL JOIST

U-BLK REINF W/

(1) #5 CONT,

LOCATE IN BLK

COURSE BELOW

BOTT CHORD OF JOIST

U-BLK REINF W/

(1) #5 CONT,

LOCATE IN BLK

COURSE BELOW

BOTT CHORD OF JOIST

A

A

EQ EQ

(±) 0' - 5 1/4"

METAL DECK

1"

COMPRESSIBLE

FILLER

GROUT FULL

WIDTH OF

PARTITION WALL

PENETRATION

CUT MASONRY

CAREFULLY AS

REQUIRED TO

ALLOW JOIST

THRU WALL

L4x4 NOT

SHOWN

FOR

CLARITY

SECTION B-B

L4x4x1/4 x O'-8" CTR'D NS,FS (NOT

REQ'D IF WALL IS BRACED BY

ANOTHER MASONRY WALL PERP TO

THIS WALL W/IN 10'-0" OF JOIST)

1/2" PJF

METAL DECK

STEEL JOIST

U-BLK REINF W/

(1) #5 CONT,

LOCATE IN BLK

COURSE BELOW

BOTT CHORD OF JOIST

U-BLK REINF W/

(1) #5 CONT,

LOCATE IN BLK

COURSE BELOW

BOTT CHORD OF JOIST

B

B

EQ EQ

(±) 0' - 5 1/4"

METAL DECK

1" COMPRESSIBLE FILLER GROUT FULL

WIDTH OF

PARTITION WALL

PENETRATIONCUT MASONRY

CAREFULLY AS

REQUIRED TO

ALLOW JOIST

THRU WALL

L4x4 NOT

SHOWN

FOR

CLARITY

STEEL JOIST STEEL BEAM

WALL PARALLEL TO JOIST

TYP SUPPORT FOR ALL NON LOAD- BEARING MASONRY

PARTITIONS NOT EXTENDING TO BOTTOM OF DECK

WALL PERPENDICULAR TO JOIST

L3x3x1/4 @ 10'-0" OC

MAX (TYP)

L2x2x1/4 @ EACH

BRIDGING LINE

NOTE:

WALLS MAY BE CONSIDERED FULLY BRACED

AT INTERSECTIONS. STEEL SUPPORTS ARE

NOT REQUIRED AT THESE LOCATIONS.

JOIST OR BM (TYP)

0'

1" 0'

1"

3/16

TYP

3/16

TYP

3/16

TYP

3/16

TYP

8" CMU REINF W/(1) #5

CONT

NON LOAD-BEARING WALL

L3x3x1/4x1'-0" EA SIDE OF WALL

L2x2x1/4x1'-4"

3/16

TYP

L6x4x1/4x0'-6"

(LLV) @ JOIST

PANEL POINT (TYP)

L3x3x1/4 @ 10'-0" OC MAX (TYP)

8" CMU REINF W/(1) #5

CONT

NON LOAD-BEARING WALL

L3x3x1/4x1'-0" EA SIDE OF WALL

L2x2x1/4x1'-4"

JOIST

OR BM (TYP)

SATISFACTORY TO DATE

APPROVED

ACTIVITY

FOR COMMANDER NAVFAC

SEAL

A/E INFO

A

B

C

D

1 2 3 4 5

A

B

C

D

SCALE:

CONSTR. CONTR. NO.

SHEET

NAVFAC DRAWING NO.

DES DRW CHK

OF

EPROJECT NO.:

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DRAWFORM REVISION: 7 FEBRUARY 2019

DESIGN MANAGER

PROJECT MANAGER

CHIEF ENG/ARCH

FIRE PROTECTION

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AS NOTED

AECOM Technical Services, Inc.

7650 West Courtney Campbell Causeway Tampa, FL 33607 Tel: 813-286-1711

FDBPR LICENSE NO. CA8115

1 2 3 4 5

DEEAS

AH ASS

I

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STATE

OF

S

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N

NO.

42590P

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FL RIO AD

ESI ENCL

SAEED HASSANI

LICENSE NO. 42590

S-509

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JASON WHITEHEAD

1611490

AMY HOFFER

ANTHONY DISANTO

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NTS1 TYPICAL MINIMUM JOIST BRIDGING DETAIL

NTSC

TYP DECK ATTACHMENT BETWEEN K-SERIES

JOISTS BEARING ON STEEL BEAMS

NTSA

TYP K-SERIES ROOF JOIST FRMG @ STEEL

BEAM

NTS3

TYP JOIST REINFORCEMENT @

CONCENTRATED LOADS

NTS2

TYP BOTTOM FLANGE BRACE (AT STEEL

JOIST)

NTS4 TYP ROOF JOIST BRIDGING @ STEEL BEAM

NTSB SECTION

NTSD DETAIL

NTSE SECTION

(TYP)

(TYP)

(TYP)

SY

M

DE

S C

RI

PT

I O N

DA

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PR

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