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
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
Miamisburg, OH 45342
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:
S101
PLAN
ROOF FRAMING
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
Miamisburg, OH 45342
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
S401
BASE BID
ENLARGED PLANS
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
Miamisburg, OH 45342
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‚
EXIST HEATING ELEMENT
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
S402
OPTION 1
ENLARGED PLANS
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
Miamisburg, OH 45342
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
EXIST HEATING ELEMENT
HANGER (TYP)
RIGID RAILS
RAILS (TYP)
OVERHEAD RIGID
2L3X3X‚
2L3X3X‚
2L3X3X…
2L6X6X†
2L3X3X‚
2L3X3X‚
2L3X3X…
EXIST HEATING ELEMENT
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
BUS SECTIONS
S501
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
Miamisburg, OH 45342
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
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
BUS SECTIONS
S502
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
Miamisburg, OH 45342
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
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 JOIST
RIGID RAILRIGID RAIL TROLLEYS
SRL
RIGID RAIL
SRL
RIGID RAIL TROLLEYS
S503
SECTIONS
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
Miamisburg, OH 45342
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.
MAXIMUM DISTANCE FROM PANEL POINT IS 6".
HEADER TO BE INSTALLED AS NEAR TO PANEL POINT AS PRACTICAL.
MAXIMUM DISTANCE FROM PANEL POINT IS 6".
HEADER TO BE INSTALLED AS NEAR TO PANEL POINT AS PRACTICAL.
MAXIMUM DISTANCE FROM PANEL POINT IS 6".
HEADER TO BE INSTALLED AS NEAR TO PANEL POINT AS PRACTICAL.
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
S504
DETAILS
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
Miamisburg, OH 45342
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
TACKWELDED TO CLAMP ¾ TYP
¾•X5•X0'-6†" W/•¿ BAR X0'-5•"
¾•X5•X1'-4•"
2L6X6X† W/1" GAP
GIRDER BOTTOM CHORD
EXISTING JOIST
RIGID RAIL
S505
DETAILS
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
Miamisburg, OH 45342
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‚"
TACKWELDED TO CLAMP ¾ TYP
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
TACKWELDED TO CLAMP ¾ TYP
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