YTPM 24-0001 REFERENCE Fall Protection Reference Drawings_2025.05.15.pdf

CB-HYBRID HLL SYSTEM GENERAL NOTES:

1. EACH HORIZONTAL LIFELINE IS DESIGNED FOR UP TO TWO USERS IN FALL ARREST OR FOUR

USERS IN FALL RESTRAINT; 25' OF VERTICAL CLEARANCE IS REQUIRED TO USE SYSTEM IN

ARREST.

2. THE FALL PROTECTION SYSTEMS SHALL NOT BE USED TO HOIST MATERIALS OR EQUIPMENT.

3. THESE SYSTEMS HAVE BEEN DESIGNED TO MEET OSHA AND ANSI REGULATORY REQUIREMENTS

FOR FALL PROTECTION.

4. THE SYSTEM SHALL BE USED IN FALL RESTRAINT IF MINIMUM VERTICAL CLEARANCE IS NOT MET.

5. "COMPETENT PERSON" MEANS A PERSON WHO IS CAPABLE OF IDENTIFYING HAZARDOUS OR

DANGEROUS CONDITIONS IN PERSONAL FALL ARREST SYSTEM OR ANY COMPONENT THEREOF,

AS WELL AS IN THEIR APPLICATION AND USE OF RELATED EQUIPMENT.

6. "QUALIFIED PERSON" MEANS ONE WITH A RECOGNIZED DEGREE OR PROFESSIONAL CERTIFICATE

AND EXTENSIVE KNOWLEDGE AND EXPERIENCE IN FALL PROTECTION WHO IS CAPABLE OF

DESIGN, ANALYSIS, EVALUATION, AND SPECIFICATIONS IN THE SUBJECT WORK, PROJECT, OR

PRODUCT.

7. SAFE ACCESS TO, EGRESS FROM, AND USE OF THE SYSTEM SHALL BE DETERMINED BY THE

COMPETENT PERSON OF RECORD FOR THE BUILDING AND DESCRIBED IN THE WRITTEN FALL

PROTECTION PLAN.

8. RESCUE PLAN SHALL BE DETERMINED BY THE COMPETENT PERSON OF RECORD FOR THE

BUILDING AND DESCRIBED IN THE WRITTEN FALL PROTECTION PLAN; IF THE SYSTEM IS TO BE

USED IN FALL ARREST.

9. TEMPORARY FALL PROTECTION MEASURES SHALL BE UTILIZED DURING ERECTION AND

DISMANTLING OF PERMANENT SYSTEM, AS DETERMINED BY THE COMPETENT PERSON OF

RECORD FOR THE BUILDING.

10. RETIREMENT OF THESE SYSTEMS SHALL RESULT IN TERMINATION OF ALL COMPONENTS

RENDERING THEM USELESS FOR ANY OTHER FALL PROTECTION SYSTEM.

11. NO SUBSTITUTIONS TO MATERIALS OR MANUFACTURER'S EQUIPMENT IS PERMITTED.

12. REFER TO SYSTEM'S USER GUIDE FOR INITIAL CABLE SAGS AND ADDITIONAL INFORMATION.

WORKER EQUIPMENT NOTES:

8. ANCHOR LAYOUT DOES NOT PROVIDE FULL ROOF FALL PROTECTION COVERAGE.

9. ANCHORS SHALL BE RIGGED SUCH THAT THE USER CAN NEITHER FREE FALL MORE THAN 6 FEET, NOR CONTACT ANY LOWER LEVEL. (OSHA 1926.502(D)(16)).

10. USE OF ANSI Z359 APPROVED PERSONAL FALL PROTECTION EQUIPMENT THAT IS RATED TO 1,350

LBS. AVERAGE ARREST FORCE AND 1,800 LBS. MAXIMUM ARREST FORCE IS REQUIRED.

11. WORKER WEIGHT RANGE (INCLUDING EQUIPMENT) IS 130-310 LBS.

12. FOR LIFELINES PLACED WITHIN SIX FEET FROM A FALL HAZARD, EQUIPMENT MUST BE ADJUSTED

AND VERIFIED BY A COMPETENT PERSON TO MEET THE FOLLOWING:

12.1. EFFECTIVE LANYARD LENGTH MUST BE SHORTER THAN THE MINIMUM DISTANCE FROM THE

HORIZONTAL LIFELINE TO A FALL HAZARD, IF THE SYSTEM IS TO BE USED IN FALL RESTRAINT.

12.2. EFFECTIVE LANYARD LENGTH MUST BE ADJUSTED SUCH THAT THE USER CAN NEITHER FREE

FALL MORE THAN 6 FEET, NOR CONTACT ANY LOWER LEVEL, IF THE SYSTEM IS TO BE USED IN

FALL ARREST.

STRUCTURAL NOTES:

1. ATTENTION: THE ENGINEER'S SEAL INDICATES ONLY THAT THE ANCHORS DETAILED ON THESE

PLANS ARE DESIGNED TO WITHSTAND THE INDICATED LOADS, OR HAVE BEEN LAB TESTED FOR

THE INDICATED LOADS. THE ABILITY OF THE BUILDING STRUCTURE TO SUPPORT THE LOADS

TRANSFERRED FROM THE ANCHOR ATTACHMENT SURFACE HAS NOT BEEN VERIFIED BY GFP'S

SPECIALTY ENGINEER . THIS SHALL BE VERIFIED SEPARATELY BY THE ENGINEER OF RECORD FOR THE BUILDING STRUCTURE, BY A LICENSED PROFESSIONAL ENGINEER HIRED BY THE BUILDING OWNER, OR IF HIRED, BY GFP's SPECIALTY ENGINEER.

2. HORIZONTAL LIFELINE ANCHOR LOADS ARE LIMITED TO A MAXIMUM FORCE OF 2,500 LBS WITH

THE SYSTEM CONFIGURATION(S) SHOWN WHEN INSTALLED AND USED IN ACCORDANCE WITH

GUARDIAN INSTRUCTIONS.

3. ANCHORS ARE DESIGNED FOR AN ULTIMATE LOAD OF 5,000 LBS.

4. ALL EXISTING STRUCTURES TO WHICH THE FALL PROTECTION SYSTEM IS ATTACHED FOR

PRIMARY SUPPORT ARE ASSUMED TO BE OF ORIGINAL INTEGRITY.

5. BUILDING OWNER SHALL VERIFY THAT THE EXISTING CONDITIONS AT ANCHOR LOCATIONS MEET

THE REQUIREMENTS OF THE CONDITIONS SHOWN IN THESE DRAWINGS. GUARDIAN FALL

PROTECTION SHALL BE CONTACTED IN CASE OF DISCREPANCY BETWEEN THESE DRAWINGS AND

EXISTING CONDITION.

ANCHOR PLACEMENT GENERAL NOTES:

1. ANCHORS MAY BE MOVED FROM LOCATIONS SHOWN ON PLAN LAYOUTS BY UP TO 2'-0" TOWARD

OR AWAY FROM THE EDGE OF THE ROOF, OR BY 5'-0" PARALLEL TO THE EDGE OF THE ROOF AS

LONG AS THE CONDITIONS SHOWN FOR THE ANCHORAGE REMAIN THE SAME AND AS LONG AS

THE NEW LOCATIONS ARE APPROVED BY A QUALIFIED PERSON.

2. THE ENGINEER THAT DESIGNED THE SYSTEM OR AN ENGINEER WITH SIMILAR EXPERIENCE AND

QUALIFICATIONS SHALL BE CONSULTED BEFORE MODIFYING THE DESIGN.

3. THIS SYSTEM IS DESIGNED TO BE PERMANENT AND SHALL NOT BE RELOCATED.

4. ANCHORS SHALL NOT BE PLACED CLOSER THAN 6 FEET TO THE LEADING EDGE OF A FALL

HAZARD UNLESS FALL PROTECTION TO ACCESS THOSE ANCHORS IS PROVIDED.

5. CONTRACTOR SHALL ENSURE NO OBSTRUCTIONS EXIST BETWEEN ANCHOR POINTS THAT MAY

INTERFERE WITH THE INSTALLATION OF HORIZONTAL LIFE LINE.

INSPECTION NOTES:

1. A COMPETENT PERSON INDEPENDENT OF THE USER SHALL INSPECT THESE SYSTEMS ON A

BI-ANNUAL BASIS.

2. A QUALIFIED PERSON TRAINED IN THE OPERATION OF HORIZONTAL LIFELINES SHALL INSPECT

THESE SYSTEMS ON AN ANNUAL BASIS.

3. ALL WORKERS USING THESE SYSTEMS SHALL BE TRAINED ON THE PROPER USE AND INSPECTION

OF ANCHORS AND FALL PROTECTION EQUIPMENT.

4. PROOF LOAD ANCHOR TESTING IS RECOMMENDED ON 100% OF ANCHORS INSTALLED.

ENVIRONMENTAL CONDITION NOTES:

1. EXTREME ENVIRONMENTAL CONDITIONS SHALL INCREASE THE FREQUENCY OF INSPECTIONS

REQUIRED.

2. HIGH WIND LOADS AND PRECAUTIONS SHALL BE ACCOUNTED FOR IN THE WRITTEN FALL

PROTECTION PLAN, AS DETERMINED BY THE COMPETENT PERSON OF RECORD FOR THE

BUILDING.

TABLE 1 RECOMMENDATIONS FOR SYSTEM SPANS

ANCHOR TYPE SPAN WITH CORNERS STRAIGHT RUN

TOPFIX POSTS 20' (6m) 30' (9m)

CB HYBRID POSTS 20' (6m) 30' (9m)

BOLT TO STRUCTURAL

STEEL (WALL

MOUNT/OVERHEAD)

30' (9m) 40' (12m)

FOR R

EFERENCE O

NLY

10'

10'

20'

20'

30'

60'

30'

20'

20'

12'

10'

20'

20'

30'

60'

30'

20'

20'

12'

27' 27' 27' 27' 27' 27' 27' 21'21'

1'

10'

HLL 2

APP 186 LF

GUARDIAN HYBRID SYSTEM LEGEND

CB-18 HYBRID ANCHOR + EYE BOLT + ** DAMPER

CB-18 SINGLE POINT ANCHOR

CABLE

CB-18 HYBRID ANCHOR + EYE BOLT + ** LOADCELL

CB-18 HYBRID ANCHOR + ** INTERMEDIATE BRACKET ROOF PLAN VIEW

HANGER 7

SCALE: 1/32" = 1'-0" GUARDIAN SYSTEM GENERAL NOTES:

1. SEE SHEET 1 FOR GENERAL NOTES, WORKER

EQUIPMENT NOTES, AND STRUCTURAL NOTES.

NFOR R

EFERENCE O

NLY

**CHECKLINE LOAD

CELL (ITEM #4)

**8MM WIRE ROPE

(ITEM #9)

**SLIP SWAGE INDICATOR, TYP.

(ITEM #10)

**CHECKLINE IN-LINE DAMPER

(ITEM #3)

EYE BOLT, TYP.

(ITEM #5)

**CHECKBALL TROLLEY

REMOVABLE (ITEM #7) **INTERMEDIATE BRACKET

(ITEM #6)

CB-18 HYBRID ANCHOR, TYP.

(ITEM #2)

CB-18 SINGLE POINT ANCHOR

(ITEM #1)

(60) #14-10x3" WOOD SCREWS

(ITEM #8)

*REINFORCE DECKING

AS RECOMMENDED BY

THE LICENSED BUILDING

ENGINEER

*MIN. 1.75" THICK T&G

DECKING

1'-6"

1'-4"

1'-4"

CB-18 HYBRID ANCHOR

(ITEM #2)

(60) #14-10x3" SCREWS

FOR WOOD DECK DIRECTLY INTO PLYWOOD

AND BLOCKING

(ITEM #8)

1'-4"

1'-4"

1'-6"

*REINFORCE DECKING

AS RECOMMENDED BY

THE LICENSED BUILDING

ENGINEER

*MIN. 1.75" THICK T&G

DECKING

DETAIL 1: GUARDIAN HYBRID LIFELINE INSTALLATION

SCALE: 1" = 1'-0"

INSTALLATION NOTES:

1. THE INSTALLATION SPECIFICATIONS

SHOWN HAVE BEEN DESIGNED TO MEET

OSHA AND ANSI REGULATORY

REQUIREMENTS FOR FALL PROTECTION.

2. CONTRACTOR SHALL VERIFY ANCHOR

HEIGHT ALLOWS ADEQUATE CLEARANCE

FOR WATERPROOFING.

3. WATERPROOFING AND ASSOCIATED

ROOFING WORK SHALL BE PERFORMED BY

OTHERS.

4. INSTALLATION DETAILS AND INSTRUCTIONS

ON THESE SHOP DRAWINGS SUPERSEDE

ANY GENERIC INSTALLATION NOTES

INCLUDED ON PRODUCT DATA FOR SIMILAR

PROJECTS.

DETAIL 2: CB-18 SINGLE POINT ANCHOR INSTALLATION

SCALE: 3/4" = 1'-0"

DETAIL 3: CB-18 HYBRID ANCHOR INSTALLATION

SCALE: 3/4" = 1'-0"

FOR R

1'-4"

1'-4" 2"

1'-6"

Ø3/8"

5/16"

2.5" SCH. 80 PIPE

ASTM A 53 GRADE B

(2.875" O.D./2.323" I.D.)

3/8" S.S. 304 CAP PLATE

WITH M16 NUT WELDED

UNDERNEATH

16x16x3/8".

ASTM A36 PLATE

3/16"

1/2"

16"

16"

3/8"

5/16"

2.5" SCHEDULE 80 PIPE

ASTM A53 GRADE B

(2.875" O.D./2.323" I.D.)

2" TYP.

2" TYP.

1"

1"

5/8" DIA. GALVANIZED

STEEL U-BAR

3/16" THICK x 2-1/2" DIA.

ASTM A36 CAP PLATE

16x16x3/8".

ASTM A36 PLATE

Ø3/8"

2-1/4"

18"

3/16"TYP

3 PLCS.

5 EYE BOLT

SCALE: 3" = 1'-0"

2 CB-18 HYBRID ANCHOR

SCALE: 3/4" = 1'-0"

3 ** INLINE DAMPER

SCALE: 1" = 1'-0" 4 ** LOAD CELL

SCALE: 1" = 1'-0"

6 ** INTERMEDIATE BRACKET

SCALE: 1-1/2" = 1'-0" 7 ** REMOVABLE TROLLEY

SCALE: 1-1/2" = 1'-0"

1 CB-18 SINGLE POINT ANCHOR

SCALE: 3/4" = 1'-0"

FOR R