S101 ROOF FRAMING PLAN S401 ENLARGED PLAN BASE BID …

REV DATE RELEASED FOR

0113581A.00

CONSTRUCTION

RELEASES / REVISIONS

JOB NUMBER DATE SHEET NUMBER

DRAWING INDEX

PROJECT TEAM

c

the limited purposes set forth in the contract between LJB Inc. and party for whom this drawing was made.

No publication or distribution of this drawing may be made without the express written consent of LJB Inc. except for

1985-2020 LJB Inc. This drawing contains information that is proprietary to and property of LJB Inc. and shall be kept confidential.

GENERAL INFORMATION

G001

LJBinc.com

(937) 259-5100 fax

(937) 259-5000 tel

Miamisburg, OH 45342

2500 Newmark Drive

LJB Inc.

STRUCTURAL

G001 TITLE SHEET

09-30-2020

02-13-2020

AT THE NEW A/C MAINTENANCE BAY IN BUILDING 601

FALL PROTECTION SYSTEM

600 LONGWORTH STREET - DAYTON, OH 45402

GREATER DAYTON RTA - MAINTENANCE FACILITY

S505 DETAILS

S504 DETAILS

S503 SECTIONS

S502 BUS SECTIONS

S501 BUS SECTIONS

S402 ENLARGED PLAN OPTION 1

S401 ENLARGED PLAN BASE BID

S101 ROOF FRAMING PLAN

S001 GENERAL STRUCTURAL DATA

WWW.LJBINC.COM

DATE

JOB NUMBER

SHEET TITLE

SHEET NUMBER

DRAWN

DESIGNED

HKY

DJB

SYSTEM

FALL PROTECTION

DAYTON, OH 45402

600 LONGWORTH STREET

CONSTRUCTION

0113581A.00

RELEASED FORREV DATE

c

LJB Inc. and party for whom this drawing was made.

for the limited purposes set forth in the contract between

made without the express written consent of LJB Inc. except

confidential. No publication or distribution of this drawing may be

is proprietary to and property of LJB Inc. and shall be kept

1985-2020 LJB Inc. This drawing contains information that

CHECKED

OAZ

LJBinc.com

(937) 259-5100 fax

(937) 259-5000 tel


2500 Newmark Drive

LJB Inc.

02-13-2020

BUILDING 601

MAINTENANCE BAY IN

AT THE NEW A/C

FACILITY

RTA - MAINTENANCE

GREATER DAYTON

09-30-2020

S001

DATA

STRUCTURAL

GENERAL

PRIOR TO ANY FABRICATIONS, CONSTRUCTION OR ERECTION.

7. DIMENSIONS PERTAINING TO EXISTING CONDITIONS SHALL BE FIELD VERIFIED BY THE CONTRACTOR

DRAWINGS SHALL BE CIRCLED AND NOTED ON THE SHOP DRAWINGS.

BEFORE SHOP WORK IS PERMITTED TO COMMENCE. ALL DEVIATIONS FROM THE ENGINEERING

6. SHOP DRAWINGS SHALL BE SUBMITTED TO AND APPROVED BY THE OWNER OR THEIR REPRESENTATIVE

AFTER COMPLETION OF WORK.

THE CONTRACTOR AND REINSTALLED (INCLUDING NECESSARY MODIFICATIONS) BY THE CONTRACTOR

5. EXISTING UTILITIES AND ALL OTHER OBSTRUCTIONS TO WORK SHALL BE TEMPORARILY REMOVED BY

WRITTEN FORM TO THE OWNER OR THEIR REPRESENTATIVE FOR APPROVAL.

4. ENGINEERING DRAWINGS: ALL DEVIATIONS FROM THE ENGINEERING DRAWINGS SHALL BE SUBMITTED IN

OF ACCORDING TO LOCAL REGULATIONS.

3. THE CONTRACTOR SHALL REMOVE ALL DEBRIS FROM THE OWNER'S PROPERTY AND DISPOSE

AND SHALL REMAIN THE CONTRACTOR'S PROPERTY.

ON DRAWINGS. IF APPLIED, THEY SHALL BE REMOVED AS CONDITIONS PERMIT,

TEMPORARY BRACING, GUYS, OR TIE-DOWNS THAT MIGHT BE NECESSARY. SUCH MATERIAL IS NOT SHOWN

TEMPORARY OR INCOMPLETE CONNECTIONS, DURING ERECTION. THIS INCLUDES THE ADDITION OF WHATEVER

AND TO ENSURE THE STABILITY OF THE STRUCTURE AND ITS COMPONENT PARTS, AND THE ADEQUACY OF

IT IS SOLELY THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE ERECTION PROCEDURES AND SEQUENCES;

2. THIS STRUCTURE IS DESIGNED TO BE SELF-SUPPORTING AND STABLE AFTER IT IS FULLY COMPLETED.

TO FOLLOW ALL APPLICABLE SAFETY CODES AND REGULATIONS GOVERNING THIS WORK.

REQUIREMENTS IMPOSED BY THE OWNER AND OSHA. IT IS SOLELY THE CONTRACTOR'S RESPONSIBILITY

1. THE CONTRACTOR SHALL CONDUCT ALL OPERATIONS IN STRICT ACCORDANCE WITH THE SAFETY

GENERAL NOTES

LEAD PAINT

FOR LEAD IN CONSTRUCTION WORK (29 CFR 1926.62).

BUT NOT LIMITED TO, THE GENERAL INDUSTRY STANDARD FOR LEAD (29 CFR 1910.1025) AND THE STANDARD

THE CONTRACTOR SHALL FOLLOW ALL APPLICABLE LOCAL, STATE, AND FEDERAL REGULATIONS INCLUDING,

OTHERWISE BY CHEMICAL TESTING. THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING SUCH TESTS.

1. THE PAINT ON THE EXISTING STEEL SHOULD BE CONSIDERED TO CONTAIN LEAD, UNLESS DETERMINED

PAINT. APPLY PAINT TO EXPOSED AREAS USING THE SAME MATERIAL AS USED FOR SHOP PAINTING.

7. FOLLOWING ERECTION; CLEAN FIELD WELDS, BOLTED CONNECTIONS AND DAMAGED AREAS OF SHOP

ANY WELDING IS PERMITTED TO BEGIN.

CODE-STEEL". PROOF OF CERTIFICATION SHALL BE SUBMITTED TO THE OWNER FOR APPROVAL BEFORE

PREVIOUSLY QUALIFIED BY TESTS AS PRESCRIBED IN THE CURRENT AWS D1.1 "STRUCTURAL WELDING

6. WELDS SHALL BE MADE ONLY BY CERTIFIED WELDERS AND WELDING OPERATORS WHO HAVE BEEN

WELDING ELECTRODES SHALL BE E70XX.

5. WELDING SHALL CONFORM TO THE CURRENT AWS D1.1 "STRUCTURAL WELDING CODE-STEEL".

OF RECORD.

4. SPLICING OF STRUCTURAL STEEL IS PROHIBITED WITHOUT PRIOR APPROVAL OF THE ENGINEER

HARDENED STEEL WASHER, ASTM F436, UNDER THE TURNED ELEMENT.

A325X WITH ASTM A563 NUTS; BOLTS SHALL BE 3/4 " DIAMETER AND MADE SNUG TIGHT, WITH A

OTHERWISE NOTED; ALL BOLTS SHALL BE NEW AND UNUSED AND SHALL CONFORM TO ASTM

"SPECIFICATION FOR STRUCTURAL JOINTS USING ASTM A325 OR A490 BOLTS", 2000. UNLESS

3. ALL CONNECTIONS SHALL BE FABRICATED AND INSTALLED IN ACCORDANCE WITH THE RCSC

SHERWIN WILLIAMS OR SIMILAR APPROVED) NOMINAL D.F.T. 2.0 - 4.0 MILS PER COAT.

SITE APPLY TWO COATS OF A MEDIUM ALKYD BASED ALL-PURPOSE ENAMEL (INDUSTRIAL ENAMEL BY

METAL PRIMER BY SHERWIN WILLIAMS OR SIMILAR APPROVED) NOMINAL D.F.T. 3.0 - 4.0 MILS.

SHOP APPLY ONE COAT OF A RUST INHIBITING UNIVERSAL METAL PRIMER (KEM KROMIK UNIVERSAL

2. STEEL SURFACES WITH AN INTERIOR EXPOSURE SHALL BE PREPARED IN ACCORDANCE WITH SSPC-SP2.

TO ASTM A53, GRADE B, WITH A MINIMUM YIELD STRESS (Fy) OF 35,000 PSI .

STRESS (Fy) OF 50,000 PSI FOR SQUARE AND RECTANGULAR SHAPES. ROUND SHAPES SHALL CONFORM

HOLLOW STRUCTURAL SECTIONS SHALL CONFORM TO ASTM A500 GRADE C, WITH A MINIMUM YIELD

PLATES AND BARS SHALL CONFORM TO ASTM A36 WITH A MINIMUM YIELD STRESS (Fy) OF 36,000 PSI.

TO ASTM A992 WITH A MINIMUM YIELD STRESS (Fy) OF 50,000 PSI. OTHER ROLLED SHAPES,

1. STRUCTURAL STEEL SHALL BE NEW. UNLESS NOTED OTHERWISE; W AND WT SHAPES SHALL CONFORM

FOR STEEL BUILDINGS AND BRIDGES", WITH THE FOLLOWING SUPPLEMENTAL REQUIREMENTS:

CURRENT AISC "SPECIFICATION FOR STRUCTURAL STEEL BUILDINGS", AND "CODE OF STANDARD PRACTICE

THE FABRICATION AND ERECTION OF STRUCTURAL STEEL SHALL CONFORM TO ALL REQUIREMENTS OF THE

STRUCTURAL STEEL FALL PROTECTION DATA

FALL PROTECTION EQUIPMENT FORCES

NUMBER OF USERS AND USER WEIGHT

USER WEIGHTS RANGE: 130 LB. - 310 LB. WITH A MAXIMUM OF TWO USERS PER RIGID RAIL SYSTEM

FALL PROTECTION SYSTEMS AND EQUIPMENT

REQUIRED FALL PROTECTION EQUIPMENT LIST

SELF-RETRACTING DEVICES IN ACCORDANCE WITH Z359.14-2014

MAXIMUM ARRESTING DISTANCE 54" (CLASS B) - AVERAGE ARRESTING FORCE = 900 LB.

MAXIMUM ARRESTING FORCE = 1,800 LB.

MAXIMUM ARRESTING DISTANCE 24" (CLASS A) - AVERAGE ARRESTING FORCE = 1,350 LB.

MAXIMUM ARRESTING FORCE = 1,800 LB.

FORCES FOR EQUIPMENT USED FOR FALL ARREST

(8) - 20' ULTRA-LOK SRL BY DBI-SALA : PN 3504433

(4) - RIGID RAILS

(4) - RIGID RAIL TROLLEYS FOR CORRESPONDING RIGID RAIL

(6) - EXO-FIT FULL BODY HARNESS BY 3M : PN 1107976 (SIZES DETERMINED BY OWNER)

- RELIANCE FALL PROTECTION

- 3M GLYDE-SAF

- GORBEL

- RIGID LIFELINES

APPROVED RIGID RAIL PRODUCTS AND MANUFACTURERS:

- Z359.18-2017: SAFETY REQUIREMENTS FOR ANCHORAGE CONNECTORS FOR ACTIVE FALL PROTECTION SYSTEMS.

- Z359.16-2016: SAFETY REQUIREMENTS FOR CLIMBING LADDER FALL ARREST SYSTEMS.

- Z359.15-2014: SAFETY REQUIREMENTS FOR SINGLE ANCHOR LIFELINES AND FALL ARRESTORS FOR PERSONAL FALL ARREST SYSTEMS.

- Z359.14-2014: SAFETY REQUIREMENTS FOR SELF-RETRACTING DEVICES FOR PERSONAL FALL ARREST AND RESCUE SYSTEMS.

- Z359.13-2013: PERSONAL ENERGY ABSORBERS AND ENERGY ABSORBING LANYARDS.

- Z359.12-2019: CONNECTING COMPONENTS FOR PERSONAL FALL ARREST SYSTEMS.

- Z359.11-2014: SAFETY REQUIREMENTS FOR FULL BODY HARNESSES.

- Z359.4-2013: SAFETY REQUIREMENTS FOR ASSISTED-RESCUE AND SELF-RESCUE SYSTEMS, SUBSYSTEMS AND COMPONENTS.

- Z359.3-2019: SAFETY REQUIREMENTS FOR LANYARDS AND POSITIONING LANYARDS.

EQUIPMENT NOT CONFORMING TO THESE REQUIREMENTS IS ACCEPTABLE FOR USE.

ANSI/ASSP FALL PROTECTION CODE. CONSULT A FALL PROTECTION COMPETENT PERSON TO DETERMINE IF EXISTING

THE EQUIPMENT FOR ALL NEW FALL PROTECTION SYSTEMS SHALL CONFORM TO ALL REQUIREMENTS OF THE CURRENT

PERSON EVERY FIVE YEARS.

5. THE SYSTEMS SHALL BE INSPECTED BY A COMPETENT PERSON ANNUALLY AND RECERTIFIED BY A QUALIFIED

ALL USERS WHO ARE AUTHORIZED TO USE THE SYSTEMS.

TO ALL USERS PRIOR TO USE OF THE SYSTEM. THE OWNER SHALL ALSO MAINTAIN TRAINING RECORDS FOR

FOR THE SYSTEM. THE OWNER SHALL POST THE PROCEDURES AT THE WORK LOCATION OR MAKE THEM AVAILABLE

4. THE SYSTEMS SHALL BE USED IN ACCORDANCE WITH THE WRITTEN USE AND RESCUE PROCEDURES DEVELOPED

ENGINEER OF RECORD.

3. ANY MODIFICATIONS TO THE DESIGN, LAYOUT OR LOCATION OF THE SYSTEMS MUST BE APPROVED BY THE

2. THE SYSTEMS ARE DESIGNED TO BE USED ONLY AT THE LOCATION SHOWN ON THE ENGINEERING DRAWINGS.

1. DESIGNED AS A FALL ARREST SYSTEM.

THE FALL PROTECTION SYSTEMS SHOWN IN THE ENGINEERING DRAWINGS MEET THE FOLLOWING REQUIREMENTS:

WWW.LJBINC.COM

S101

PLAN

ROOF FRAMING

DATE

JOB NUMBER

SHEET TITLE

SHEET NUMBER

DRAWN

DESIGNED

HKY

DJB

SYSTEM

FALL PROTECTION

DAYTON, OH 45402


CONSTRUCTION

0113581A.00


c







CHECKED

OAZ

LJBinc.com

(937) 259-5100 fax

(937) 259-5000 tel


2500 Newmark Drive

LJB Inc.

02-13-2020

BUILDING 601

MAINTENANCE BAY IN

AT THE NEW A/C

FACILITY

RTA - MAINTENANCE

GREATER DAYTON

09-30-2020

6

5

4

3

2

1

4.5

ABCDF E D.9F.5G D.7 A.1A.3

6

5

3

2

1

1.5

2.1

2.9

3.5

4.2

4.5

ABCDE

N

SCALE: ˆ" = 1'-0"

ROOF FRAMING PLAN

BUS BUS BUS BUS

1

S401&S402

2

S401&S402

LANE 14

LANE 5

LANE 1

LANE 2

LANE 3

LANE 4

LANE 6

LANE 7

LANE 8

LANE 9

LANE 10

LANE 11

LANE 12

LAN 13

PART OF NEW SHOP

BYPASS

NEXGEN

NEXGEN

NEXGEN

NEXGEN

NEXGEN

NEXGEN

NEXGEN

NEXGEN

CONTINGENCY

CONTINGENCY

CONTINGENCY

CONTINGENCY

WWW.LJBINC.COM

S401

BASE BID

ENLARGED PLANS

DATE

JOB NUMBER

SHEET TITLE

SHEET NUMBER

DRAWN

DESIGNED

HKY

DJB

SYSTEM

FALL PROTECTION

DAYTON, OH 45402


CONSTRUCTION

0113581A.00


c







CHECKED

OAZ

LJBinc.com

(937) 259-5100 fax

(937) 259-5000 tel


2500 Newmark Drive

LJB Inc.

02-13-2020

BUILDING 601

MAINTENANCE BAY IN

AT THE NEW A/C

FACILITY

RTA - MAINTENANCE

GREATER DAYTON

09-30-2020

N

1 SCALE: ‰" = 1'-0"

ENLARGED PLANS101

N

2 SCALE: ‰" = 1'-0"

ENLARGED PLANS101

C

BC

D C

B

CD

1.5

11

1.5

1

1.5

1

1.5

S503

E

S503

E

S503

D

S503

B

S503

C

S503

F

S503

E

S503

E

S503

E

S501

A S501

A SIM1

SIM1S501

A SIM2S502

A

S503

G

S503

H

2'-

2"

8'-6"

22'-0" TYP UNO

26'-0"

2'-

7"

4'-3" 30'-6"3'-6•"8'-6"

6'-6ƒ"23'-2"

8'-6" 7'-2‚"

1'-3" 15'-10"

8'-6"

4'-10‚" 15'-10"

2'-

10"

9•

"

5'-0"

LANE 14

LANE 14 PART OF NEW SHOP

EXIST HEATING ELEMENT

HANGER (TYP)

RIGID RAILS

RAILS (TYP)

OVERHEAD RIGID

CROSS BRACING

2L3X3X‚

2L3X3X‚

2L3X3X…

2L3X3X‚

2L3X3X‚

2L3X3X…

2L6X6X†

2L3X3X‚


2L3X3X‚

CROSS BRACING

SINGLE BRACING

SINGLE BRACING

SINGLE BRACING

SINGLE BRACING

W6X20 HEADER

W6X20 HEADER

W6X20 HEADER

W6X20 HEADER

W6X20 HEADER

W6X20 HEADER

W6X20 HEADER

W6X20 HEADER

W6X20 HEADER

WWW.LJBINC.COM

S402

OPTION 1

ENLARGED PLANS

DATE

JOB NUMBER

SHEET TITLE

SHEET NUMBER

DRAWN

DESIGNED

HKY

DJB

SYSTEM

FALL PROTECTION

DAYTON, OH 45402


CONSTRUCTION

0113581A.00


c







CHECKED

OAZ

LJBinc.com

(937) 259-5100 fax

(937) 259-5000 tel


2500 Newmark Drive

LJB Inc.

02-13-2020

BUILDING 601

MAINTENANCE BAY IN

AT THE NEW A/C

FACILITY

RTA - MAINTENANCE

GREATER DAYTON

09-30-2020

N

1 SCALE: ‰" = 1'-0"

ENLARGED PLANS101

N

2 SCALE: ‰" = 1'-0"

ENLARGED PLANS101

C

BC

D C

B

CD

1.5

11

1.5

1

1.5

1

1.5

S503

B

S503

C

S503

E

S503

E

S503

E

S503

F

S502

A SIM2

SIM3S502

A

SIM1S501

A

S503

D

S501

A

S503

E

S503

D

S503

D

S503

E

S503

C

S503

D

S503

D

S503

D

S503

E SIM SIM

SIM

S503

E SIM

S503

H

S503

G

2'-

2"

8'-6"

8'-6"

2'-

7"

4'-3" 30'-6"3'-6•"8'-6"

4'-10‚" 15'-10"

6'-6ƒ"23'-2"

8'-6" 7'-2‚"3'-10ƒ" 8'-6"

2'-

9"

6'-10•" 23'-2"¸ 3'-9‚"30'-6"

2‰" 15'-10" 4'-4•"15'-10"

4'-

11„

"

1" 45'-2"¸

8" 30'-6"¸

1'-3" 15'-10"

50'-0" TYP

9•

"

2'-

10"

5'-0"

LANE 14

LANE 14 PART OF NEW SHOP


HANGER (TYP)

RIGID RAILS

RAILS (TYP)

OVERHEAD RIGID

2L3X3X‚

2L3X3X‚

2L3X3X…

2L6X6X†

2L3X3X‚

2L3X3X‚

2L3X3X…


2L3X3X‚

2L3X3X‚

CROSS BRACING

CROSS BRACING

CROSS BRACING

SINGLE BRACING

SINGLE BRACING

SINGLE BRACING

SINGLE BRACING

SINGLE BRACING

SINGLE BRACING

SINGLE BRACING

SINGLE BRACINGSINGLE BRACING

SINGLE BRACING

W6X20 HEADERW6X20 HEADER

W6X20 HEADER

W6X20 HEADER

W6X20 HEADER

W6X20 HEADER

W6X20 HEADER

W6X20 HEADER

W6X20 HEADER

W6X20 HEADER

W6X20 HEADERW6X20 HEADER

W6X20 HEADER

W6X20 HEADER

W6X20 HEADER

W6X20 HEADER

W6X20 HEADER

WWW.LJBINC.COM

BUS SECTIONS

S501

DATE

JOB NUMBER

SHEET TITLE

SHEET NUMBER

DRAWN

DESIGNED

HKY

DJB

SYSTEM

FALL PROTECTION

DAYTON, OH 45402


CONSTRUCTION

0113581A.00


c







CHECKED

OAZ

LJBinc.com

(937) 259-5100 fax

(937) 259-5000 tel


2500 Newmark Drive

LJB Inc.

02-13-2020

BUILDING 601

MAINTENANCE BAY IN

AT THE NEW A/C

FACILITY

RTA - MAINTENANCE

GREATER DAYTON

09-30-2020

SIM1

D

SCALE: …" = 1'-0"

SECTIONS401 & S402

A

SCALE: …" = 1'-0"

SECTIONS401 & S402

A

15'-1‚" 8'-1…" 9'-1•" 12'-11•" 2'-10†"

15'-1†" 15'-1ƒ" 15'-1…" 2'-10†"

19'-

1‚

" ̧

17'-

11•

" ̧

6•

"

NEEDED

ADJUST AS

NEEDED

ADJUST AS

2'-

3ƒ

"̧

2'-

2‡

"̧

2'-

4ƒ

"̧

2'-

8‚

"̧T

YP

6Œ

"

T/RAIL

T/FINISHED FLOOR

T/RAIL

T/FINISHED FLOOR

OPTION 1 BREAK LINE-END OF RAIL


B/ OF EXISTING JOISTB/ OF EXISTING JOISTB/ OF EXISTING JOIST

B/ OF EXISTING JOISTB/ OF EXISTING JOISTB/ OF EXISTING JOISTB/ OF EXISTING JOIST

B/ OF EXISTING GIRDER

RIGID RAIL TROLLEYS

SRL

RIGID RAIL

RIGID RAILRIGID RAIL TROLLEYS

SRL

WWW.LJBINC.COM

BUS SECTIONS

S502

DATE

JOB NUMBER

SHEET TITLE

SHEET NUMBER

DRAWN

DESIGNED

HKY

DJB

SYSTEM

FALL PROTECTION

DAYTON, OH 45402


CONSTRUCTION

0113581A.00


c







CHECKED

OAZ

LJBinc.com

(937) 259-5100 fax

(937) 259-5000 tel


2500 Newmark Drive

LJB Inc.

02-13-2020

BUILDING 601

MAINTENANCE BAY IN

AT THE NEW A/C

FACILITY

RTA - MAINTENANCE

GREATER DAYTON

09-30-2020

SCALE: …" = 1'-0"

SECTIONS402

A SIM3

SIM2

C

SCALE: …" = 1'-0"

SECTIONS401 & S402

A

13'-4ˆ" 16'-10Œ" 15'-1Š" 2'-10†"

15'-1†" 15'-1†" 9'-3‚" 8'-9"

19'-

9" ̧

20'-

6" ̧

6•

"

NEEDED

ADJUST AS

ADJUST AS NEEDED

1'-

9†

"̧

1'-

8ƒ

"̧

1'-

5‚

"̧

TY

P

6Œ

"

T/RAIL

T/FINISHED FLOOR

T/RAIL

T/FINISHED FLOOR




RIGID RAILRIGID RAIL TROLLEYS

SRL

RIGID RAIL

SRL

RIGID RAIL TROLLEYS

WWW.LJBINC.COM

S503

SECTIONS

DATE

JOB NUMBER

SHEET TITLE

SHEET NUMBER

DRAWN

DESIGNED

HKY

DJB

SYSTEM

FALL PROTECTION

DAYTON, OH 45402


CONSTRUCTION

0113581A.00


c







CHECKED

OAZ

LJBinc.com

(937) 259-5100 fax

(937) 259-5000 tel


2500 Newmark Drive

LJB Inc.

02-13-2020

BUILDING 601

MAINTENANCE BAY IN

AT THE NEW A/C

FACILITY

RTA - MAINTENANCE

GREATER DAYTON

09-30-2020

4

S504

3

S504

6

S504

5

S504

4

S504

10

S505

TYP

8

S505 TYP

TYP

TYP

SCALE: 1" = 1'-0"

SECTIONS401&S402

B

SCALE: 1" = 1'-0"

SECTIONS401&S402

C

SCALE: 1" = 1'-0"

SECTIONS401&S402

D

SCALE: 1" = 1'-0"

SECTIONS401&S402

E

SCALE: 1" = 1'-0"

SECTIONS401&S402

F

8

S505

11

S505

7

S505

TYP

9

S506 SECTION D SIM E SIM

9

S505 SECTION D SIM E SIM

SCALE: 1" = 1'-0"

SECTIONS401&S402

G

12

S506

SIM 12

S506

SCALE: 1" = 1'-0"

SECTIONS401&S402

H

12

S506

NOTE:NOTE:

NOTE:

NOTE:

NOTE:

NOTE:NOTES:

6'-7•"

6'-2•"

3ƒ"

7'-11•"

3ƒ"

6'-7•"

7'-4"5'-7"

6‚"

6‚"3'-5"6‚"

3'-0"6‚"

7'-11•"

3ƒ"VARIES3ƒ"

7'-4"

VARIES SEE PLAN3ƒ"

VARIES SEE PLAN3ƒ"

4'-

0"

5'-7"

4'-

0"

5'-7"

FIE

LD

VE

RIF

Y

1'-

8Š

"

FIE

LD

VE

RIF

Y

VA

RIE

S

SE

E

S501,S

502

MAXIMUM DISTANCE FROM PANEL POINT IS 6".

HEADER TO BE INSTALLED AS NEAR TO PANEL POINT AS PRACTICAL.









EXISTING JOIST

GIRDER

EXISTING JOIST

W6 HEADER

W6 HEADER

W6 HEADER

JOIST B/CHORD

JOIST B/CHORD

W6 HEADER

EXISTING JOIST

W6 HEADER

WITH HEADER CLAMP

PANEL POINT AS POSSIBLE WITHOUT INTERFERING

- WELD ANGLE CROSS BRACE AS CLOSE TO JOIST

- HEADER AND RIGID RAIL NOT SHOWN FOR CLARITY

INTERFERING WITH HEADER CLAMP

TO JOIST PANEL POINT AS POSSIBLE WITHOUT

- WELD BOTTOM END OF SINGLE BRACE AS CLOSE

W6 HEADER

WWW.LJBINC.COM

S504

DETAILS

DATE

JOB NUMBER

SHEET TITLE

SHEET NUMBER

DRAWN

DESIGNED

HKY

DJB

SYSTEM

FALL PROTECTION

DAYTON, OH 45402


CONSTRUCTION

0113581A.00


c







CHECKED

OAZ

LJBinc.com

(937) 259-5100 fax

(937) 259-5000 tel


2500 Newmark Drive

LJB Inc.

02-13-2020

BUILDING 601

MAINTENANCE BAY IN

AT THE NEW A/C

FACILITY

RTA - MAINTENANCE

GREATER DAYTON

09-30-2020

1

1

3 SCALE: 3" = 1'-0"

DETAILS503

5 SCALE: 3" = 1'-0"

DETAILS503

4 SCALE: 3" = 1'-0"

DETAILS503

6 SCALE: 3" = 1'-0"

DETAILS503

‚

‰

‚

‰

1"

MA

X

1'-9… "

5•" 9•"

1‚" 1‚"

1‚"6•"1‚"

1‚"1‚"

1‚" 7" 1‚"

6•"

9"

TYP

1…"

TYP

1‚"

MIN

2†"

1'-6†"

2Œ"

6•

"

3" 1‚"

1…"3"1…"

9" 5•"

1…"

6"

10‚"

5•"

1‚"3"1‚"

‰

‰

7ƒ"

1‚"3•"1‚"

1…"

1" MIN TYP1‚"2ƒ"1„"

1" MIN TYP

1†" 5…" 1‚"

1'-4•"

1'-2"

1‚" 4" 1‚"

HSS2X2X‚

L2X2X‚

L2•X2•X‚

¾•

HSS2X2X‚

THREADED ROD

½ (2) †"¿ A36

THREADED ROD

½ (2) †"¿ A36

THREADED ROD

½ (2) †"¿ A36

L2•X2•X‚

ROD TYP 4 PLACES

†"¿ A36 THREADED

TYP 2 PLACES

¾…X5•X0'-9•"

W6 HEADER

L2•X2•X‚ L2•X2•X‚

RIGID RAIL

¾…X5•X0'-9"

L2•X2•X‚

RIGID RAIL

W6 HEADER

W6 HEADER

½ (2) †"¿ A325 BOLTS

½ (2) †"¿ A325 BOLTS

½ (2) †"¿ A325 BOLTS

W6 HEADER

W6 HEADER

TACKWELDED TO CLAMP ¾ TYP

¾…X4X0'-6" W/Š¿ BAR X0'-6"2L3X3X‚ W/1" GAP

BOTTOM CHORD

EXISTING JOIST

L2•X2•X‚

2L6X6X† W/1" GAP

GIRDER BOTTOM CHORD

EXISTING JOIST


¾•X5•X0'-6†" W/•¿ BAR X0'-5•"

¾•X5•X1'-4•"

2L6X6X† W/1" GAP

GIRDER BOTTOM CHORD

EXISTING JOIST

RIGID RAIL

WWW.LJBINC.COM

S505

DETAILS

DATE

JOB NUMBER

SHEET TITLE

SHEET NUMBER

DRAWN

DESIGNED

HKY

DJB

SYSTEM

FALL PROTECTION

DAYTON, OH 45402


CONSTRUCTION

0113581A.00


c







CHECKED

OAZ

LJBinc.com

(937) 259-5100 fax

(937) 259-5000 tel


2500 Newmark Drive

LJB Inc.

02-13-2020

BUILDING 601

MAINTENANCE BAY IN

AT THE NEW A/C

FACILITY

RTA - MAINTENANCE

GREATER DAYTON

09-30-2020

1

1

7 SCALE: 3" = 1'-0"

DETAILS503

8 SCALE: 3" = 1'-0"

DETAILS503

11SCALE: 3" = 1'-0"

DETAILS503

10SCALE: 3" = 1'-0"

DETAILS503

9 SCALE: 3" = 1'-0"

DETAILS503

12SCALE: 3" = 1'-0"

DETAILS503

7ƒ"

10‚"

5•"

1‚"3"1‚"

‰

‰

‰

‚

‰

11‚"

5•"

1'-1Œ"

TYP

1‚"

MIN

TYP

1…"

2•"

1…"

6•

"

2Œ"

11"

3" 1‚"

1‚"2‡"1"

1…"

5•" 11‚"

1‚"8ƒ"1‚"

11‚"

1…"3"1…"

3" 1‚" 1‚" 8ƒ" 1‚"

1‚" 8ƒ" 1‚"

7•"

10"

5•"

1‚"3"1‚"

‰

‰

1‚"2†"1„"

1" MIN TYP

1" MIN TYP

‚

1‚"6•"1‚"

1‚"1‚"

9"

9"

1‚" 1‚"

1…"3"1…"

5•"

6•"

1‚" 4" 1‚"

‰ TYP

½ (2) †"¿ A325 BOLTS

HSS2X2X‚

L2X2X‚

ROD TYP 4 PLACES

†"¿ A36 THREADED

HSS2X2X‚

THREADED ROD

½ (2) †"¿ A36

THREADED ROD

½ (2) †"¿ A36

¾•

L2•X2•X‚

THREADED ROD

½ (2) †"¿ A36

L2•X2•X‚

L2•X2•X‚

L2•X2•X‚ L2•X2•X‚

RIGID RAIL

RIGID RAIL

W6 HEADER

W6 HEADER

W6 HEADER

THREADED ROD

½ (2) †"¿ A36

L2•X2•X‚

¾…X5•X0'-11‚"

TYP 2 PLACES

¾…X5•X0'-11‚"

¾…X5•X0'-10‚"


¾…X4„X0'-5•" W/Š¿ BAR X0'-5•"

2L3X3X‚ W/1" GAP

BOTTOM CHORD

EXISTING JOIST

2L3X3X… W/1" GAP @ SECTION D SIM

2L3X3X‚ W/1" GAP @ SECTION D

BOTTOM CHORD

EXISTING JOIST

2L3X3X… W/1" GAP @ SECTION E SIM

2L3X3X‚ W/1" GAP @ SECTION E

BOTTOM CHORD

EXISTING JOIST

½ (2) †"¿ A325 BOLTS

¾…X5•X0'-10"

W6 HEADER

2L3X3X… W/1" GAP

BOTTOM CHORD

EXISTING JOIST


¾…X3‡X0'-5•" W/‹¿ BAR X0'-5•"

THREADED ROD

½ (2) †"¿ A36

¾…X5•X0'-9"

L2•X2•X‚

L2•X2•X‚

RIGID RAIL

THREADED ROD

½ (2) †"¿ A36

L2•X2•X‚

RIGID RAIL

RIGID RAIL

RIGID RAIL

L2X2X‚

2L3X3X‚ OR 2L3X3X…

JOIST BOTTOM CHORD

WWW.LJBINC.COM

S101 ROOF FRAMING PLAN S401 ENLARGED PLAN BASE BID …

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