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2102 S Flower St - DEF1 - Plan
BY DATE 8/27/2025 These documents (drawings, specifications, or calculations) have been prepared by other design professionals or consultants who are licensed and/or authorized to prepare such documents in California. These documents have been examined by JAMA for design intent and have been found to meet the appropriate structural requirements and the project specifications. JOHN A. MARTIN & ASSOCIATES, INC. STRUCTURAL ENGINEERS 950 S. Grand Ave., Fourth Floor, Los Angeles, CA 90015 Deferred Approval rlawrence BY DATE 8/27/2025 Reviewed for design loads only as they affect the primary structure. Not responsible for design, dimensions or quality of material JOHN A. MARTIN & ASSOCIATES, INC. STRUCTURAL ENGINEERS 950 S. Grand Ave., Fourth Floor, Los Angeles, CA 90015 Design Load Review rlawrence BY DATE 8/27/2025 These documents (drawings, specifications, or calculations) have been prepared by other design professionals or consultants who are licensed and/or authorized to prepare such documents in California. These documents have been examined by JAMA for design intent and have been found to meet the appropriate structural requirements and the project specifications. JOHN A. MARTIN & ASSOCIATES, INC. STRUCTURAL ENGINEERS 950 S. Grand Ave., Fourth Floor, Los Angeles, CA 90015 Deferred Approval rlawrence Coordinate placement with steel shop drawings BY DATE 8/27/2025 These documents (drawings, specifications, or calculations) have been prepared by other design professionals or consultants who are licensed and/or authorized to prepare such documents in California. These documents have been examined by JAMA for design intent and have been found to meet the appropriate structural requirements and the project specifications. JOHN A. MARTIN & ASSOCIATES, INC. STRUCTURAL ENGINEERS 950 S. Grand Ave., Fourth Floor, Los Angeles, CA 90015 Deferred Approval rlawrence BY DATE 8/27/2025 These documents (drawings, specifications, or calculations) have been prepared by other design professionals or consultants who are licensed and/or authorized to prepare such documents in California. These documents have been examined by JAMA for design intent and have been found to meet the appropriate structural requirements and the project specifications. JOHN A. MARTIN & ASSOCIATES, INC. STRUCTURAL ENGINEERS 950 S. Grand Ave., Fourth Floor, Los Angeles, CA 90015 Deferred Approval rlawrence E E E E E E E E 1 2 x 1 2 12 x 1 2 12x121 2 x 1 2 U A200 1 A201 1 PLAN NORTH A105 1 A110 1 A111 1 25M X 25 YD COMPETITION POOL ACTIVITY POOL EXISTING PARKING LOT WET POOL STORAGE SCOPE OF WORK ENTRY PROTECT (E) PLAYGROUND A115 1 PROPERTY LINE A116 1 TRASH ENCLOSURE UTILITY YARD (E) MURAL A102 1 SCOPE OF WORK, S.L.D. CUT 34' - 6 7/8" (E) 20' - 0" 40' - 0" (E) 20' - 0" 20' - 0" 40' - 0" 20' - 0" 69' - 4" HOSE LENGTH TOTAL: 141' - 10" 70' - 10" HOSE LENGTH 71 ' - 0 " H O S E L E N G T H 71 ' - 0 " H O S E L E N G T H BIOSWALE, S.C.D. AND S.L.D. BIOSWALE, S.C.D. AND S.L.D.BIORETENTION PLANTER, S.C.D. AND S.L.D. 32.8 (N) POST AND FIRE ENTRANCE SIGN. (N) "ONE WAY" SIGN BELOW FIRE ENTRANCE SIGN, SEE 3/A102 A105 9 S F L O W E R S T 1. FFE: +0' - 0" = +51.00 SEE CIVIL DRAWINGS. 2. ALL OPENINGS ARE FULL OR 1/2 BLOCK CMU MODULES U.O.N. SEE CMU PLAN FOR MORE INFO AND WALL PLACEMENT. 3. ALL EXPOSED C.I.P. CONC. & CMU BLOCK TO RECEIVE WATERPROOF & ANTI-GRAFFITI COATING. SEE SPECIFICATIONS. 4. AUTOMATIC FIRE SPRINKLER SYSTEM THROUGHOUT BUILDING. SPRINKLERS SHALL BE DESIGNED TO COORDINATE WITH DUCTS, PIPING, CONDUIT, LIGHTING, ACCESS PANEL LOCATIONS AND OTHER CEILING ELEMENTS FOR A CLEAN, ARCHITECTURAL APPEARANCE. 5. SLAB DIMENSIONS ARE MEASURED TO GRIDLINES. SEE SLAB PLAN. 6. ALL FLOOR DRAINS ARE TO BE CENTERED IN THEIR RESPECTIVE SPACES, U.O.N. SEE 1/A202 7. ALL EXPOSED STRUCTURAL, MECHANICAL, PLUMBING AND ELECTRICAL ELEMENTS TO BE PAINTED, U.O.N. 8. REFER TO SPECIFICATIONS FOR LIST OF MATERIAL FINISHES, COLORS, AND PAINT COLORS. 9. ALL APPLIANCES TO BE OWNER FURNISHED AND CONTRACTOR INSTALLED, U.O.N. MI N . 10 ' - 0 " MIN. 10' - 0" MIN. 10' - 0" MI N . 10 ' - 0 " 264' - 0" MIN. 16 9 ' - 0 " M I N . EX T E N T S O F ( N ) B U I L D I N G EXTENTS OF (N) POOL DECK MI N . 10 ' - 0 " MIN. 10' - 0" MI N . 10 ' - 0 " EXTENTS OF (N) UTILITY YARD 177' - 2" MIN. 46 ' - 8 " M I N . MIN. 10' - 0" 03/31/25 ARCHITECT: ELS ARCHITECTURE AND URBAN DESIGN 2040 Addison Street Berkeley, CA 94704 P: 510.549.2929 CIVIL ENGINEER: KPFF 700 South Flower Street, Suite 2100 Los Angeles, CA 90017 P: 213.418.0201 LANDSCAPE ARCHITECT: SWA 570 Glenneyre Street Laguna Beach, CA 92651 P: 949.497.5471 STRUCTURAL ENGINEER: JOHN A. MARTIN & ASSOCIATES 950 South Grand Avenue, 4th Floor Los Angeles, CA 90015 P: 213.483.6490 MECHANICAL & ELECTRICAL ENGINEER: GUTTMANN & BLAEVOET 1620 Montgomery Street, Suite 230 San Francisco, CA 94111 P: 415.655.4000 AQUATICS: AQUATIC DESIGN GROUP 2226 Faraday Avenue Carlsbad, CA 92008 P: 760.438.8400 SPECIFICATIONS: SPECWEST 1975 E. Buck Ridge Pl Tucson, AZ 85737 P: 800.646.3820 SHEET NUMBER: PROJECT NUMBER: DATE: ISSUE: SHEET TITLE: PROJECT: CLIENT: PROJECT TEAM: STAMP: GENERAL NOTES KEYNOTES # SHEET NOTES CONFORMED SET SITE PLAN A101 JANUARY 10, 2025 CITY OF SANTA ANA 20 CIVIC CENTER PLAZA, SANTA ANA, CA 92701 SANTA ANA MEMORIAL PARK AQUATICS CENTER 2102 S FLOWER ST SANTA ANA, CA 92707 202305 3/64" = 1'-0"1 SITE PLAN - NEW 1. SEE CIVIL AND LANDSCAPE DRAWINGS FOR MORE INFORMATION. 2. FOR EXTERIOR SITE LIGHTING, SEE ELECTRICAL DRAWINGS. 3. FOR POOL AND POOL DECK INFORMATION, SEE AQUATIC DRAWNGS. 4. REFER TO GEOTECH REPORT FOR GROUND IMPROVEMENTS. 5. SEE LANDSCAPE DRAWINGS FOR LANDSCAPE ELEMENTS AND PERIMETER HEDGE AT POOL ENCLOSURE. 6. TREE TRUNKS ADJACENT TO POOL ENCLOSURE TO BE LOCATED GREATER THAN 5 FEET FROM FENCELINE. 7. SLURRY SEAL EXISTING PARKING LOT FROM ENTRANCE GATE TO EXIT GATE (APPROXIMATELY 29,140 SQ. FT.) AND RE-STRIPE PARKING STALLS. FOR ACCESSIBLE PARKING, SEE A102. PARKING LOT WORK TO BE DONE ONCE CONTRACTOR HAS COMPLETED CONSTRUCTION OF BUILDING AND POOLS. # DESCRIPTION 32.8 'PARK RULES' SIGN, OFCI, ON NEW 2" GALV POST, SEE 4/A102. FINAL LOCATION TO BE COORDINATED WITH CLIENT. GROUND IMPROVEMENT AREA DIAGRAM GROUND IMPROVEMENTS ARE TO BE IMPLEMENTED AT ALL AREAS OF STRUCTURAL IMPROVEMENT. SEE GEOTECHNICAL FOR SPECIFIC EXTENTS; THE DIAGRAM ABOVE IS FOR REFERENCE ONLY. DESIGN, ENGINEERING, AND IMPLEMENTATION OF GROUND IMPROVEMENTS TO BE PROVIDED UNDER GENERAL CONTRACTOR'S SCOPE. REFER TO GEOTECHNICAL REPORT FOR CRITERIA AND RECOMMENDATIONS. NOTE: REVISION NUMBER DATE DESCRIPTION 1 8/14/24 ADDENDUM 2 2 8/21/24 ADDENDUM 3 1 2 YES NO INSTRUCTIONS: ORAN GE COUNTY FI RE AUTHORI TY Plan Submittal Criteria COMMERCIAL projects, MULTIFAMILY RESIDENTIAL projects and RESIDENTIAL TRACT developments · Fill in the project/business address and provide a brief description of the scope of work and type of business operation that will take place. · Answer questions 1 through 10, read and initial items 11 and 12, then complete and sign the certification section. · If you answer: - “YES” to any part of questions 1 through 10, submit the type of plan indicated in italics to OCFA. · In some cases, other plan types not indicated herein may also be necessary depending on specific conditions or operations. · Visit www.ocfa.org for submittal information and locations. If you need assistance in filling out this form or have questions regarding requirements for review, please contact OCFA at 714-573-6108 or visit us at 1 Fire Authority Road, Irvine, CA 92602. Address Suite City Project Scope/Business Description 1. Construction of a new building, a new story, or increase the footprint of an existing building? Changes to roadways, curbs, or drive aisles? Addition, relocation, or modification of fire hydrants or fences/gates? Construction within 300 feet of an active or proposed oil well? Fire Master Plan (PR145) 2. Property is adjacent to a wildland area or non-irrigated native vegetation? Fire Master Plan (PR145); a Fuel Modification Plan may also be required. (PR120, PR124) 3. Located in or < 100’ from a Division of Oil, Gas, and Geothermal Resources (DOGGR) field boundary, < 300’ from an oil/gas seep, or < 1000’ from a landfill? Methane Work Plan. (PR170) 4. Installation/modification/repair of underground piping, backflow preventers, or fire department connections serving private fire hydrant/sprinkler/standpipe systems? Underground Plan. (PR470, PR475) 5. Drinking/dining/recreation/meetings/training/religious functions or other gatherings in a room > 750 sq.ft. (> 1,000 sq.ft. for training/adulteducation) or > 49 people? Healthcare/outpatient services for > 5 people who may be unable to immediately evacuate without assistance? Education for children (academic tutoring for ages 5+ is exempt unless classified as an E occupancy by the Building Official)? Adult/child daycare? 24-hour care/supervision? Incarceration or restraint? Hotel/apartment or residential facility with 3+ units and 3+ stories (3-story townhouses/rowhouses where an independent direct exit to grade is provided for dwelling are exempt)? Congregate housing/dormitories with 17+ people? High-rise structure (55+ feet to highest occupied floor level)? Architectural Plan (PR200-PR285) 6. Installation/modification of locks delaying or preventing occupants from leaving a space or requiring use of a card, button, or similar action to open a door in the direction of exit travel? Architectural, Sprinkler, and/or Alarm Plan depending on the occupancy and type of device installed (PR200-PR280, PR420-PR425, PR500-PR520) 7. Installation/modification/use of spray booths; dust collection; dry cleaning; industrial ovens/drying equipment; industrial/commercial refrigeration systems; compressed gasses; tanks for cryogenic or flammable/combustible liquids; vapor recovery; smoke control; battery back-up/charging systems (> 50 gal. electrolyte, > 1,000 lb. lithium ion); welding/brazing/soldering, open flame torches, cutting/grinding; or other similar operations? Special Equipment Plan (PR315, PR340-PR382) 8. Storage/use/research with flammable/combustible liquids or other chemicals? Motor vehicle/aircraft maintenance/repair? Cabinetry/woodworking/finishing facility? Chem Class & floor plan (full architectural plan if H occupancy); Special Equipment Plans may be necessary. (PR315-PR360, PR232-PR240) 9. Storage or merchandizing areas in excess of 500 sq. ft. where items are located higher than 12’ (6’ for high-hazard commodities, plastic, rubber, foam, etc.)? High-piled Storage Plan (PR330) 10. Cooking under a Type I commercial hood; installation or modification of a fire extinguishing system located in a commercial cooking hood? Hood & Duct Extinguishing System, not just the hood mechanical plan. (PR335) Initial each of the following two items indicating that you have read and understand the statement: 11. *Sprinklers/Alarms: Consult Building/Fire Codes and ordinances to determine sprinkler/alarm requirements; if a system is required, plans shall be submitted for OCFA review. Existing buildings undergoing remodel must be evaluated by a licensed Initials contractor to determine if modification is needed; if so, contractor shall submit plans prior to making modifications. 12. Fire Hazard Severity Zone: Consult maps available at building department or on OCFA website to determine if your site is located in a FHSZ. Buildings in a FHSZ may be subject to special construction requirements detailed in CBC Chapter 7A or CRC R327— Initials the building department will determine specific requirements. I certify under penalty of perjury under the laws of the State of California that the above is true: Print Name Signature Phone Number ( ) Date / / Building Department: If you have verified that all of the questions have been answered accurately as “NO”, and the project does not otherwise require OCFA review of sprinkler or alarm plans*, then you may accept this signed form as a written release that OCFA review is not required. Should you still require that the applicant have plans approved by OCFA, please initial here or attach an OCFA referral form and have the applicant submit the form along with the appropriate plans and fees for OCFA review. 10-08-14 EE COM O R A N G E C O U N T Y F I R E A U T H O R I T Y Plan Referral Form Required for OCFA to review plans upon the request of the Building Department when the answers on the Plan Submittal Criteria Form (on the reverse) are all “No”. City / County Official Requesting Review: City / County Reference #: Date: __________________________________ City / County: _____________________________________ E-Mail: __________________________________ Contact Name: _____________________________________ Phone #: _________________________________ Title: _____________________________________ ** Have the applicant complete and sign the OCFA Plan Submittal Criteria Form on the reverse of this form. ** Reason(s) for Review: Please describe why OCFA Plan Review is or may be required by the City/County : OCFA COMMENTS: No further action required on this specific plan type, based on information provided on: ____/______/______. Project to be taken in for OCFA Review. Other: Name: _________________________________________ Contact #: ______________________________________ Date: _________________________________ OCFA Authorization Updated: 06/02/2020 rs CITY OF SANTA ANA Planning and Building Agency Structural Calculations For Guardian Fall Protection CB-18 Welded CB-18 WELD ON ANCHOR (ITEM xF1) INSTALL CENTERED ON BEAM SEE WELDING NOTES 1-5 '4" MIN STEEL STRUCTURE * The structural capacity of the supporting structure is to be verified by others. Top Hoop ANSI Ultimate Load P = 5000 lb Diameter hoop dh = 0.625 in. Area A = 0.307 in.2 Shear fv = (P/A) = 16 psi Fu (Fy) = 60 Ksi = 1.0 F Allow = 60 Factor of Safety FS = Fv/fv = 3.7 > 1 OK Top Hoop Weld Load P = 5000 lb Thickness tw = 0.133 in. Area Aw = 7r(d2-d12)/4= 0.315 in.2 Shear fw = P/Aw = 16 Ksi Weld Strength Fexx = 70 Ksi Fw = .6Fexx 42 Ksi Factor of Safety FS = Fw/fw = 2.65 > 1 OK Halas Engineering 11711 8th Ave. NW Approved Seattle Wa 98177 FOR PERMIT ISSUANCE 206 362-2707 Master ID: Date: e gRl BgsR/`c�y� Z m -).77991 �'p�01Vlt OF CAL See also attached report for 5000-pound-load test. Sheet 1 of 3 CITY OF SANTA ANA Planning and Building Agency Guardian Fall Protection Halas Eng neering�YlS C13-18 Welded Approved FOR PERMIT ISSUANCE Stanchion ANSI Ultimate Load - Horizontal P = 5000 lb Pipe material = A53, Gr B Sched 80 Master ID: Fu = 60 ksi Date: Pipe Dia (nominal) = 2.5 in. Outside Diameter = OD = 2.875 in. Inside Diameter = ID = 2.323 in. Wall thickness = tw = 0.257 in. Torsion radius = rt= OD/2-dh/2 1.125 in. Polar Mom. of Inertia = J = 3.66 in.4 Area = A = 2.11 in.2 Plastic Section = Zx = 1.77 in.3 Height = H = 21 in. Load Angle 0 = 0 deg. Angled Load - Horiz. Component Ph = P cos9 = 5000 lb Vert. Component Pv = P sin6 = 0 lb Moment (max) = M = Ph x H = 105000 in -lb Torsion = T = P x n = 5625 in -lb STRESS Bending fb = M/Zx = 59322 psi Torsion ft = (T x OD/2) /J 2209 psi Shear fv = P/A = 2370 psi Torsion + Shear tts = t + v = 4579 psi Combined Stresses fl _ ((fb)2 + tts2).' = 59498 psi Fu (Fy) = 60 Ksi = 1.0 Fu (Fy) = 60 Ksi Factor of Safety FS = 1.01 > 1 OK Weld at Base of Stanchion Weld size = 0.3125 in. Effective weld length = Lw = 9.7 in. Effective throat = tw 0.221 in. Effective weld area = Aw 2.15 in2 Plastic section = Zx = 2.12 in3 P/Aw = fv = 2328 psi Polar Mom. of Inertia = J = 5.15 Torsion ft = 1389 psi M/Z = fb = 49491 psi fw = (fv2 + fb2)1i2 = fw = 49545 psi Weld Strength Fexx = 70000 psi Load angle 0 = 90 deg Fw = (AISC Eq. J2-5) .6Fexx(1+.5sin1-56) 63000 psi = 1.0 Fw Allow = 63000 psi Factor of Safety FS = Fw/fw 1.27 > 1 OK Sheet 2 of 3 8/4/2025 CITY OF SANTA ANA Planning and Building Agency Guardian Fall Protection CB-18 Welded TY P 3 PLCS. I;i Halas Engi 5/8" DIA. GALVANIZED STEEL U-BAR 3116" THICK x 2-1/2" DIA ASTM A36 CAP PLATE 0 1K2.5" SCHEDULE 80 PIPE ASTM A53 GRADE B (2.875" O.D_/2.323- I.D.) CB-18 ANCHOR :ring Approved FOR PERMIT ISSUANCE Master ID. Date: Sheet 3 of 3 8/4/2025 Anchorage Connecto Test Report Test Report Number: Job Number: Product Type: Product Model: Dates of Manufacture: Date(s) of Testing: This test report covers these additional products: )0654, 00659 2018072600657 Qualification 199 Anchorage Connector 00657 CB-18 Roof Anchor 05/01 /18 06/25/18 CITY OF SANTA ANA Planning and Building Agency TIP may, lS. Approved FOR k1 WI-5 8 �V C E 800-466-6385 Date: Tests Completed Test Date Pass Fail Dynamic Strength 6/25 Pass Please see attached test data for details TEST EQUIPMENT Equipment Model Serial Authorized Signature: G Name (printed): Eric Helgeson Title (printed): Regulatory & Quality Compliance Director Date: 08/17/2018 Page 1 of 3 CITY OF SANTA ANA Planning and Building Agency Substrate: 3/4 in. CDX wood roof simulation in field IFastener (60) #14-10 x 2 in. s rews Appro FOR PERMIT ISSUANCE Dynamic Strength Testing of Anchorage Connectors Requirements per Manufacturer Established OSHA Anchor Testin (Figure 1) Master ID: Date: 1. Determine drop height required to create a 3,600 lb. Requirement Sample #2 #3 or 5,000 lb. test load. #1 2. Install anchorage connector according to manufac- turer's instructions. Tested to load (Ibs) 5,000 5,000 5,000 Anchorage connector withstands applied load? Pass Pass Pass 3. Make sure that the anchorage connector is oriented so that the test load is applied in the intended direc- tion of use. 4. Release load. COMPLIANT Yes Yes Yes Dynamic Strength Testing of Anchorage Connectors Requirements per Manufacturer Established OSHA Anchor Testing (Figure 2) 1. Determine drop height required to create a 3,500 lb. Requirement Sample Sample Sample or 5,000 lb. test load. #1 #2 #3 2. Install anchorage connector according to manufac- turer's instructions. Tested to load (IlDs.) 5,000 5,000 5,000 Anchorage connector withstands applied load? Pass Pass Pass 3. Make sure that the anchorage connector is oriented so that the test load is applied in the intended direc- tion of use. 4. Release load. COMPLIANT Yes Yes Yes Figure 1 s Figure 2 s a Page 2 of 3 CITY OF SANTA ANA Planning and Building Agency Substrate: 20 gauge metal roof simulation in field l Fastener. (60) #14-14 x 2 in. s4rews n 1 FOR PERMIT ISSUANCE Dynamic Strength Testing of Anchorage Connector Requirements per Manufacturer Established OSHA Anchor Testing (Figure 1 ) Master ID: 1. Determine drop height required to create a 3,600 lb. Requirement S m le Sample Sample #2 #3 or 5,000 lb. test load. #1 2. Install anchorage connector according to manufac- turer's instructions. Tested to load (lbs.) 5,000 5,000 5,000 Anchorage connector withstands applied load? Pass Pass Pass 3. Make sure that the anchorage connector is oriented so that the test load is applied in the intended direc- tion of use. 4. Release load. COMPLIANT Yes Yes Yes Dynamic Strength Testing of Anchorage Connectors Requirements per Manufacturer Established OSHA Anchor Testing (Figure 2) 1. Determine drop height required to create a 3,600 lb. Requirement Sample Sample Sample or 5,000 lb. test load. #1 #2 #3 2. Install anchorage connector according to manufac- turer's instructions. Tested to load (lbs.) 5,000 5,000 5,000 Anchorage connector withstands applied load? Pass Pass Pass 3. Make sure that the anchorage connector is oriented so that the test load is applied in the intended direc- tion of use. 4. Release load. COMPLIANT Yes Yes Yes Page 3 of 3 © Copyright 2013, CSI, 110 S. Union St., Suite 100, Alexandria, VA 22314 Page ___ of ___ Form Version: September 2013 CSI Form 13.1A SUBSTITUTION REQUEST (After the Bidding/Negotiating Phase) Project: To: Re: Substitution Request Number: From: Date: A/E Project Number: Contract For: Specification Title: Section: Page: Description: Article/Paragraph: Proposed Substitution: Manufacturer: Address: Phone: Trade Name: Model No.: Installer: Address: Phone: History: ☐ New product ☐ 1-4 years old ☐X 5-10 years old ☐ More than 10 years old Differences between proposed substitution and specified product: ☐Point-by-point comparative data attached — REQUIRED BY A/E Reason for not providing specified item: Similar Installation: Project: Architect: Address: Owner: Date Installed: Proposed substitution affects other parts of Work: ☐X No ☐ Yes; explain ($ ). Savings to Owner for accepting substitution: Proposed substitution changes Contract Time: ☐XNo ☐Yes [Add] [Deduct] days. Supporting Data Attached: ☐Drawings ☐Product Data ☐ Samples ☐Tests ☐Reports ☐ Memorial Park Aquatics Center Horizontal Fall Protection 11.81.29 1 1.01.A.1 Guardian Metal Energy Absorber HLL System Guardian Fall 607 E Sam Houston Pasadena TX 77503 800.466.6385 Guardian Fall Protection 15207 Manufacturer City of Wilsonville: SMART Facilitys 288979 Southwest Boberg Road Wilsonville OR 97070 City of Wilsonville June 2024 Pivot Architecture Product Name: Metal Energy Absorber Instruction Manual Part #: 15206; 15207; 15208; 15209; 15210; 15211; 15212; 15213; 15214 Do not throw away these instructions! Read and understand these instructions before using equipment! Introduction 1 Applicable Safety Standards 1 Worker Classifications 1 Safety Information 10-11 Product Specific Applications 2 Limitations 2-4 Components and Specifications 5-6 Maintenance, Cleaning, and Storage 9 Inspection 9 Installation and Use 6-9 Inspection Log 10 Labels 11 Introduction Thank you for purchasing a Guardian Metal Energy Absorber. This manual must be read and understood in its entirety, and used as part of an employee training program as required by OSHA or any applicable state agency. This and any other included instructions must be made available to the user of the equipment. The user must understand how to safely and effectively use the Metal Energy Absorber, and all fall safety equipment used in combination with the Metal Energy Absorber. User Information Date of First Use: Serial #: Trainer: User: Applicable Safety Standards When used according to instruction specifications, this product meets or exceeds all applicable OSHA 1926.502 and OSHA 1910.140 standards for fall protection. Applicable standards and regulations depend on the type of work being done, and also might include state-specific regulations. Consult regulatory agencies for more information on fall protection systems and associated components. Worker Classifications !CAUTION Understand the following definitions of those who work near or who may be exposed to fall hazards. Qualified Person: A person with an accredited degree or certification, and with extensive experience or sufficient professional standing, who is considered proficient in planning and reviewing the conformity of fall protection and rescue systems. Competent Person: A highly trained and experienced person who is ASSIGNED BY THE EMPLOYER to be responsible for all elements of a fall safety program, including, but not limited to, its regulation, management, and application. A person who is proficient in identifying existing and predictable fall hazards, and who has the authority to stop work in order to eliminate hazards. Authorized Person: A person who is assigned by their employer to work around or be subject to potential or existing fall hazards. It is the responsibility of a Qualified or Competent person to supervise the job site and ensure all applicable safety regulations are complied with. Guardian 607 East Sam Houston Pkwy S Suite 800, Pasadena, TX 77503 phone: (800) 466-6385 guardianfall.com 1 2 Product Specific Applications Personal Fall Arrest: Metal Energy Absorber may be used as a component in a Horizontal Lifeline (HLL) system in Personal Fall Arrest (PFAS) applications. Maximum 2 users per Metal Energy Absorber HLL system when working in Fall Arrest. Structure must withstand loads applied in the directions permitted by the system of at least 5,000 lbs. per PFAS in system. Maximum free fall is 6’, or up to 12’ if used in combination with equipment explicitly certified for such use. Applicable D-ring: Dorsal. Restraint: Metal Energy Absorber may be used as a component in a HLL system in Restraint applications. Restraint systems prevent workers from reaching the leading edge of a fall hazard. Maximum 4 users per Metal Energy Absorber HLL system when working in Restraint. Always account for fully deployed length of lanyard/SRL. Structure must withstand loads applied in the directions permitted by the system of at least 1,000 lbs. No free fall is permitted. Restraint systems may only be used on surfaces with slopes up to 4/12 (vertical/horizontal). Applicable D-rings: Dorsal, Chest, Side, Shoulder. !WARNING Use of equipment in unintended applications may result in serious injury or death. Maximum 1 attachment per connection point. For all applications: worker weight capacity range (including all clothing, tools, and equipment) is 130-420 lbs. Limitations Fall Clearance: There must be sufficient clearance below the anchorage connector to arrest a fall before the user strikes the ground or an obstruction. When calculating fall clearance, account for a MINIMUM 3’ safety factor, deceleration distance, user height, length of lanyard/SRL, harness stretch, lifeline deflection, and all other applicable factors. Diagram shown is an example fall clearance calculation ONLY. TOTAL FALL CLEARANCE = DEFLECTION + FREE FALL + DECELERATION + STRETCH + Safety MARGIN + Swing Fall Work Surface Anchor Point Metal Energy Absorber HLL with 6” Sag Deceleration Distance Lifeline De ection Harness Stretch (1.5’) Safety Margin (2 ’) Free Fall Distance Work Surface Swing Fall (If Applicable) DEFLECTION What’s the length of your HLL span? 39.05” SPAN = DEFLECTION =94.83” 10’ 52.01” 20’ 62.18” 30’ 71.00” 40’ 86.99” 60’ 79.14” 50’70’ 102.89” 80’ 111.35” 90’ 120.38” 100’ Anchor Point Clearance data determined based on HLL level with harness dorsal D-ring (from a standing working position). Always account for additional free fall if HLL is below dorsal D-ring. Ø: Total Working Angle X: Working Distance Along Leading Edge Y: Distance From Leading Edge X Y ø X Leading Edge 3 Compatibility: When making connections with Metal Energy Absorber, eliminate all possibility of roll-out. Roll-out occurs when interference between a hook and the attachment point causes the hook gate to unintentionally open and release. All connections must be selected and deemed compatible with Metal Energy Absorber by a Competent Person. All connector gates must be self-closing and self-locking, and withstand minimum loads of 3,600 lbs. See the following for examples of compatible/incompatible connections: Correct Anchorage Positioning: This chart details allowable working zones required to reduce risk of swing falls and improper side loading. ALWAYS adhere to information specified by chart. Anchor Distance From Leading Edge (Y) Working Distance Along Roof Edge (Either Direction) (X) Working Angle From Perpendicular (Ø) 6’ 10’ 15’ 20’ 25’ 30’ 35’ 40’ 45’ 50’ 55’ 60’ 8’ 9’ - 9” 11’ - 7” 13’ - 3” 14’ - 6” 16’ 17’ - 2” 18’ - 3” 19’ - 4” 19’ - 10” 21’ - 4” 22’ - 3” 53° 45° 38° 33° 30° 28° 26° 24° 23° 21° 21° 21° For example, if the anchorage connector is 6’ from the leading edge (Y), the working distance (X) is 8’ in each direction from the perpendicular, which translates to a 53° working angle. Swing Falls: Prior to installation or use, make considerations for eliminating or minimizing all swing fall hazards. Swing falls occur when the anchor is not directly above the location where a fall occurs. Always work as close to in line with the anchor point as possible. Swing falls significantly increase the likelihood of serious injury or death in the event of a fall. As shown in following image, there are potential danger zones for swing falls when using a single HLL span. Use multiple HLL spans to expand area of coverage. Connector closed and locked to D-ring. OK. Connector to integral lanyard. NO. Two or more snap hooks or carabiners connected to each other. NO. Two connectors to same D-ring. NO. Connector directly to webbing. NO. Incompatible or irregular application, which may increase risk of roll-out. NO. 4 SAFE ATTACHMENT ZONE DANGER ZONE: WORK IN THIS AREA NOT ALLOWED Horizontal Lifeline 100’ 120’ 60’ SAFE ATTACHMENT ZONE EXTENDS FOR ENTIRE BUILDING ROOF PERIMETER Horizontal Lifeline 120’ PLACE HLL 6’-10’ BACK FROM LEADING EDGE 60’ 5 Components and Specifications Metal Energy Absorber Steel Shackle Thimble Turnbuckle Fist grip 6’ Premium Cross Arm Strap Components made from some or all of the following: stainless steel, powder-coated steel, aluminum, and polyester. CB-1-B CB-1-W * 3/8” HLL cable (#01400) not included. When ordering cable, add 4’ to total span length to account for system tensioning and required slack. Part #Description 15206 15207 Metal Energy Absorber, includes (2) shackles Metal Energy Absorber System for Column/Ceiling Mount Applications Under 60'. Includes (1) Energy Absorber, (2) Shackles, (2) Thimbles, (1) Turnbuckle, (6) Fist Grips, (2) 6' Premium Cross Arm Straps, & (2) 2.5" O-rings Metal Energy Absorber System for Column/Ceiling Mount Applications Over 60'. Includes (2) Energy Absorbers, (3) Shackles, (2) Thimbles, (1) Turnbuckle, (6) Fist Grips, (2) CB-1-W Anchors, & (2) 2.5" O-rings Metal Energy Absorber System for Column/Ceiling Mount Applications Over 60'. Includes (2) Energy Absorbers, (3) Shackles, (2) Thimbles, (1) Turnbuckle, (6) Fist Grips, (2) CB-1-B Anchors, & (2) 2.5" O-rings Metal Energy Absorber System for Column/Ceiling Mount Applications Over 60'. Includes (2) Energy Absorber, (3) Shackles, (2) Thimbles, (1) Turnbuckle, (6) Fist Grips, (2) 6' Premium Cross Arm Straps, & (2) 2.5" O-rings Metal Energy Absorber System for Column/Ceiling Mount Applications Under 60'. Includes (1) Energy Absorber, (2) Shackles, (2) Thimbles, (1) Turnbuckle, (6) Fist Grips, (2) CB-1-B Anchors, & (2) 2.5" O-rings Metal Energy Absorber System for Column/Ceiling Mount Applications Under 60'. Includes (1) Energy Absorber, (2) Shackles, (2) Thimbles, (1) Turnbuckle, (6) Fist Grips, (2) CB-1-B Anchors, & (2) 2.5" O-rings Metal Energy Absorber System for Applications Over 60'. Includes: (2) Energy Absorbers, (3) Shackles, (2) Thimbles, (1) Turnbuckle, (6) Fist Grips, & (2) 2.5" O-rings Metal Energy Absorber System for Applications Under 60'. Includes: (1) Energy Absorber, (2) Shackles, (2) Thimbles, (1) Turnbuckle, (6) Fist Grips, & (2) 2.5" O-rings 15208 15209 15210 15211 15212 15213 15214 6 Prior to installation, plan your system: 1. Ensure selected installation location(s) for Metal Energy Absorber HLL system(s) will withstand minimum loads as specified by this instruction manual. 2. ALWAYS make considerations to eliminate or reduce swing fall hazards. 3. Fall clearance for each installation location MUST be calculated by a Qualified Person, and MUST be considered in the selection of PFAS equipment. 4. Ensure all components of PFAS are selected and deemed compatible with Metal Energy Absorber HLL system by a Competent Person. 5. Ensure entire HLL system design and installation is done under supervision of Qualified Person. NEVER judge HLL tension by eye; ALWAYS measure line sag and keep in concordance with sag requirements specified by this instruction manual. NEVER over-tighten cable. Proper sag in cable reduces forces of Fall Arrest. 6. If performing installation at heights over 6’, ALWAYS use a complete and independent PFAS until Metal Energy Absorber HLL System is fully installed and able to withstand forces of Fall Arrest as specified by this instruction manual. Always maintain 100% tie-off. Guardian recommends using 3/8” diameter cable. DO NOT use vinyl/plastic coated cable. MINIMUM 1 Metal Energy Absorber required for systems up to 60’. MINIMUM 2 Metal Energy Absorbers required for systems longer than 60’. Entire HLL system MUST NOT span more than 100’. Installation and Use Installation: Tools needed for installation: • 5/16” (8mm) wrench, 3/4” (19mm) wrench, 19/32” (15mm) wrench, Adjustable wrench, Torque wrench (capable of measuring foot-pounds). 1. Select locations for all anchor points in HLL system. Ensure anchor points meet stated strength requirements. Ensure proper fall clearance exists for entire system. 2. Lay out as much of HLL system as possible prior to attaching it to anchorage connectors. 7 CLOSED EXTENDED 8. Install O-rings on HLL cable. Then, take one end of 3/8” cable and create a loop around the thimble. See Appendix A (pgs. 8-9) for fist grip installation instructions. Repeat on opposite end of system. 9. Tighten turnbuckle evenly on both ends so there is 6” of slack measured vertically at midpoint of span. Qualified Person must make final determination regarding sufficient cable slack. 6. Attach one end of turnbuckle to Metal Energy Absorber at one end of system as shown, and tighten until at least 1 full thread is visible. 7. Place wire rope thimble on other end of turnbuckle. Tighten bolt until at least 1 full thread is visible. Attach second steel shackle and thimble to anchor point or Metal Energy Absorber at opposite end of system (second turnbuckle is not used). Slack: 6” Tightening bolts on the Absorbinator system YES NO 3. Attach Metal Energy Absorber to anchor point using provided steel shackle as shown. If system is more than 60’, attach second Metal Energy Absorber to anchor point at other end of system. Tighten shackle until at least 1 full thread is visible. 4. Make any other necessary attachments to anchorage connectors. *In the event that a 90° corner is needed, two HLL systems may be attached to a single anchor point as shown. 5. Adjust turnbuckle(s) to extended position (see below). Appendix A: Fist Grip: compatible with cable diameters from 3/16” - 5/8”. Efficiency ratings for wire rope end terminations are based upon the catalog breaking strength of wire rope. The efficiency rating of a properly prepared loop or thimble-eye termination for clip sizes 1/8” through 7/8” is 80%, and for 1” through 3½” is 90%. !WARNING Prepare wire rope end termination only as instructed. DO NOT use vinyl/plastic coated wire rope. Apply first load to test the assembly. This load should be of equal or greater weight than loads expected in use. The number of clips shown (see Table 1) is based upon using RRL or RLL wire rope, 6 x 19 or 6 x 37 Class FC or IWRC, IPS or XIP, or XXIP. If Sealed construction or similar large outer wire type construction in the 6 x 19 Class is to be used for sizes 1” or larger, add one additional clip. If a pulley (sheave) is used for turning back the wire rope, add one additional clip. The number of clips shown also applies to rotation-resistant RRL wire rope, 8 x 19 Class IPS, XIP, or XXIP sizes 1½” and smaller; and to rotation-resistant RRL wire rope, 19 x 7 Class IPS, XIP, or XXIP sizes 1½” and smaller. For other classes of wire rope not mentioned above, we recommend contacting Crosby Engineering to ensure the desired efficiency rating. The style of wire rope termination used for any application is the obligation of the user. 1. Refer to Table 1 in following these instructions. Turn back specified amount of rope from thimble or loop. Apply first clip one base width from dead end of rope. Use torque wrench to evenly tighten clip, alternating from one nut to the other until reaching the recommended torque. FIGURE 1 FIGURE 2 3. When three or more clips are used, space additional clips equally between first two. Take up rope slack, use torque wrench to tighten on each clip evenly, alternating from one nut to the other until reaching recommended torque. FIGURE 3 Live End Dead End 8 2. When two clips are required, apply the second clip as near the loop or thimble as possible. Use torque wrench to evenly tighten clip, alternating until reaching the recommended torque. When more than two clips are required, apply the second clip as near the loop or thimble as possible, turn nuts on second clip firmly, but do not tighten. 4. O-rings and sliders: Guardian provides (2) 2½” O-rings that should be applied to the cable lifeline to allow compatible attachment of snap hooks and other connecting devices. O-rings and sliders must be attached to the lifeline before the system is complete. For systems with multiple intermediate anchor points or for any other questions, contact Guardian. Table 1 Clip Size (in.) Rope Size (in.) Minimum # of Clips Amount of Rope to Turn Back (in.) Torque (ft. lb.) 3/16 1/4 5/16 3/8 7/16 1/2 9/16 5/8 3/4 7/8 1 11/8 1¼ 13/8 1½ 3/16 1/4 5/16 3/8 7/16 1/2 9/16 5/8 3/4 7/8 1 11/8 1¼ 13/8 1½ 2 2 2 2 2 3 3 3 3 4 5 5 6 6 7 4 4 5 5¼ 6½ 11 12¾ 13½ 16 26 37 41 55 62 78 30 30 30 45 65 65 130 130 225 225 225 360 360 500 500 If greater number of clips than shown are used, amount of turn-back should be increased proportionately. Torque values shown are based upon the threads being clean, dry, and free of lubrication. 9 Maintenance, Cleaning, and Storage If Metal Energy Absorber fails inspection in any way, immediately remove it from service, and contact Guardian to inquire about its return or repair. Cleaning after use is important for maintaining the safety and longevity of Metal Energy Absorber. Remove all dirt, corrosives, and contaminants from Metal Energy Absorber before and after each use. If Metal Energy Absorber cannot be cleaned with plain water, use mild soap and water, then rinse and wipe dry. NEVER clean Metal Energy Absorber with corrosive substances. When not in use, store equipment where it will not be affected by heat, light, excessive moisture, chemicals, or other degrading elements. Prior to EACH use, inspect Metal Energy Absorber for deficiencies, including, but not limited to, corrosion, deformation, pits, burrs, rough surfaces, sharp edges, cracking, rust, paint buildup, excessive heating, alteration, and missing or illegible labels. IMMEDIATELY remove Metal Energy Absorber from service if defects or damage are found, or if exposed to forces of Fall Arrest. Ensure that applicable work area is free of all damage, including, but not limited to, debris, rot, rust, decay, cracking, and hazardous materials. Ensure that selected work area will support the application-specific minimum loads set forth in this instruction manual. Work area MUST be stable. At least every 12 months, a Competent Person other than the user must inspect Metal Energy Absorber. Competent Person inspections MUST be recorded in inspection log in instruction manual and on equipment inspection grid label. The Competent Person must sign their initials in the box corresponding to the month and year the inspection took place. During inspection, consider all applications and hazards Metal Energy Absorber has been subjected to. Inspection 10 Safety Information Failure to understand and comply with safety regulations may result in serious injury or death. Regulations included herein are not all-inclusive, are for reference only, and are not intended to replace a Competent Person’s judgment or knowledge of federal or state standards. !WARNING Inspection Log If equipment fails inspection IMMEDIATELY REMOVE FROM SERVICE. Date of First Use: __________________. Product lifetime is indefinite as long as it passes pre-use and Competent Person inspections. User must inspect prior to EACH use. Competent Person other than user must complete formal inspection at least every 12 months. Competent Person to inspect and initial. This inspection log must be specific to one Metal Energy Absorber. Separate inspection logs must be used for each Metal Energy Absorber. All inspection records must be made visible and available to all users at all times. Do not alter equipment. Do not misuse equipment. Workplace conditions, including, but not limited to, flame, corrosive chemicals, electrical shock, sharp objects, machinery, abrasive substances, weather conditions, and uneven surfaces, must be assessed by a Competent Person before fall protection equipment is selected. The analysis of the workplace must anticipate where workers will be performing their duties, the routes they will take to reach their work, and the potential and existing fall hazards they may be exposed to. Fall protection equipment must be chosen by a Competent Person. Selections must account for all potential hazardous workplace conditions. All fall protection equipment should be purchased new and in an unused condition. Fall protection systems must be selected and installed under the supervision of a Competent Person, and used in a compliant manner. Fall protection systems must be designed in a manner compliant with all federal, state, and safety regulations. Forces applied to anchors must be calculated by a Competent Person. Unless explicitly stated otherwise, the maximum allowable free fall distance for lanyards must not exceed 6’. No free fall allowed for non-LE SRLs. Class A SRLs must arrest falls within 24”; Class B SRLs must arrest falls within 54”. 11 85332 (Rev. D) Labels Harnesses and connectors selected must be compliant with manufacturer’s instructions, and must be of compatible size and configuration. Snap hooks, carabiners, and other connectors must be selected and applied in a compatible fashion. All risk of disengagement must be eliminated. All snap hooks and carabiners must be self-locking and self-closing, and must never be connected to each other. A pre-planned rescue procedure in the case of a fall is required. The rescue plan must be project-specific. The rescue plan must allow for employees to rescue themselves, or provide an alternative means for their prompt rescue. Store rescue equipment in an easily accessible and clearly marked area. Training of Authorized Persons to correctly erect, disassemble, inspect, maintain, store, and use equipment must be provided by a Competent Person. Training must include the ability to recognize fall hazards, minimize the likelihood of fall hazards, and the correct use of personal fall arrest systems. NEVER use fall protection equipment of any kind to hang, lift, support, or hoist tools or equipment, unless explicitly certified for such use. Equipment subjected to forces of fall arrest must immediately be removed from use. Age, fitness, and health conditions can seriously affect the worker should a fall occur. Consult a doctor if there is any reason to doubt a user’s ability to withstand and safely absorb fall arrest forces or perform set-up of equipment. Pregnant women and minors must not use this equipment. Physical harm may still occur even if fall safety equipment functions correctly. Sustained post-fall suspension may result in serious injury or death. Use trauma relief straps to reduce the effects of suspension trauma. OSHA 1926.502 & OSHA 1910.140 SPECIFICATIONS Material: 316 Stainless Steel Peak Dynamic Pullout Load: 2,500 lb Average Dynamic Pullout Load: 2,000 lb Ultimate Strength: 5,000 lb Date of manufacture to be: mo/year. METAL ENERGYABSORBER guardianfall.com 90868 (Rev. C) Label Material: Aluminum Front Label Size: 5.05(w) x 5.05(h) Magenta Dashed Lines: Cut Lines THIS HLL ENERGY ABSORBER IS ONLY TO BE USED AS PART OF A COMPLETE FALL ARREST SYSTEM. AT NO POINT IS THIS TO BE USED AS A PERSONAL ENERGY ABSORBER. THIS PRODUCT MUST BE USED WITH AN APPROVED HORIZONTAL LIFELINE OR INSTALLED AND DESIGNED UNDER THE SUPERVI-SION OF A QUALIFIED PERSON WITH A SAFETY FACTOR OF AT LEAST TWO. READ AND FULLY UNDERSTAND THE MANUFACTUR-ER’S INSTRUCTIONS SUPPLIED WITH THIS EQUIPMENT. FAILING TO DO SO MAY RESULT IN SERIOUS INJURY OR DEATH! SHARP EDGES WHEN DEVICE IS DEPLOYED! WARNING Made in China Tested in USA Part #: 15206 Serial #: Lot #: DOM: = for reference only Product Name: CB-18 Anchor Instruction Manual Part #: 00652; 00654; 00656; 00657; 00658; 00659; 10652; 10655; 10656; 10683 Do not throw away these instructions! Read and understand these instructions before using equipment! Introduction 1 Applicable Safety Standards 1 Worker Classifications 2 Safety Information 9 Product Specific Applications 2 Limitations 3 - 4 Components and Specifications 4 Maintenance, Cleaning, and Storage 7 Inspection 8 Installation and Use 5 - 7 Inspection Log 8 Labels 10 CITY OF SANTA ANA Planning and Building Agenc Approved FOR PERMIT ISSUANCE Master ID: Date: Guardian Fall Protection 6305 S. 231st St., Kent, WA 98032 phone: (800) 466 -6385 fax : (800) 670 -7892 www.guardianfall.com 1 Introduction Thank you for purchasing a Guardian Fall Protection CB-18. This manual must be read and understood in its entirety, and used as part of an employee training program as required by OSHA or any applicable state agency. This and any other included instructions must be made available to the user of the equipment. The user must understand how to safely and effectively use the CB-18, and all fall safety equipment used in combination with the CB-18. User Information Date of First Use: Serial #: Trainer: User: Applicable Safety Standards When used according to instruction specifications, this product meets or exceeds all applicable OSHA 1926 Subpart M, OSHA 1910, ANSI Z359.18-2017, and ANSI A10.32-2012 standards for fall protection, depending on application (see below). This product has been tested in compliance with the requirements of ANSI/ASSE Z359.7. Testing only covers hardware and does not extend to the anchorage or substrate to which this product is attached. Applicable standards and regulations depend on the type of work being done, and also might include state-specific regulations. Consult regulatory agencies for more information on personal fall arrest systems and associated components. CB-18 Anchors do not comply with ANSI/IWCA I-14.1-2001 Section 9 requirements for tie-back/suspension anchorages for window washing or facade maintenance equipment. CB-18 Anchors do not comply with CalOSHA section 3291 (f) for roof tie-back/suspension anchorages, which are required on all buildings in California above 36’ (or three stories), with certain rare exceptions. Contact Guardian’s Engineered Services Group (ESG) for more information or for anchors compliant with CalOSHA and/or IWCA standards. PRODUCT COMPLIANCE OSHA 1910 & OSHA 1926 Subpart M ANSI Z359.18 & ANSI A10.32 Wood Installations Metal Installations Concrete Installations YES YES YES YES NO NO Backer Plate Installations YES YES Welding Installations YES YES Worker Classifications !CAUTION Understand the following definitions of those who work near or who may be exposed to fall hazards. Qualified Person: A person with an accredited degree or certification, and with extensive experience or sufficient professional standing, who is considered proficient in planning and reviewing the conformity of fall protection and rescue systems. Competent Person: A highly trained and experienced person who is ASSIGNED BY THE EMPLOYER to be responsible for all elements of a fall safety program, including, but not limited to, its regulation, management, and application. A person who is proficient in identifying existing and predictable fall hazards, and who has the authority to stop work in order to eliminate hazards. Authorized Person: A person who is assigned by their employer to work around or be subject to potential or existing fall hazards. It is the responsibility of a Qualified or Competent person to supervise the job site and ensure all applicable safety regulations are complied with. Product Specific Applications Personal Fall Arrest: CB-18 Anchors may be used to support a MAXIMUM 1 personal fall arrest system (PFAS) for use in Fall Arrest applications. Structure must withstand loads applied in the directions permitted by the system of at least 5,000 lbs., or achieve a minimum 2:1 safety factor, as determined by a Qualified Person. Maximum free fall is 6‘, or up to 12’ if used in combination with equipment explicitly certified for such use. If PFAS anchor point is intended for permanent installation, it must be designed for use in Fall Arrest. Applicable D-ring: Dorsal. Restraint: CB-18 Anchors may be used in Restraint applications. Restraint systems prevent workers from reaching the leading edge of a fall hazard. Always account for fully deployed length of lanyard/SRL. Structure must withstand loads applied in the directions permitted by the system of at least 1,000 lbs. No free fall is permitted. Restraint systems may only be used on surfaces with slopes up to 4/12 (vertical/horizontal). Applicable D-rings: Dorsal, Chest, Side, Shoulder. !WARNING Use of equipment in unintended applications may result in serious injury or death. Maximum 1 attachment per connection point. For all applications: worker weight capacity range (including all clothing, tools, and equipment) is 130-420 lbs. Rescue/Confined Space: CB-18 Anchors may be used in Rescue/Confined Space applications. Rescue systems function to safely recover a worker from a confined location or after exposed to a fall. There are various configurations of Rescue systems depending on the type of rescue. Structure must withstand loads applied in the directions permitted by the system of at least 3,000 lbs. No free fall is permitted. Applicable D-rings: Dorsal, Chest, Shoulder. Guardian Fall Protection 6305 S. 231st St., Kent, WA 98032 phone: (800) 466 -6385 fax : (800) 670 -7892 www.guardianfall.com 2 Work Positioning: CB-18 Anchors may be used in Work Positioning applications. Work Positioning systems allow a worker to be supported and work freely with both hands. Structure must withstand loads applied in the directions permitted by the system of at least 3,000 lbs. Maximum allowable free fall is 2’. Applicable D-rings: Side. Guardian Fall Protection 6305 S. 231st St., Kent, WA 98032 phone: (800) 466- 6385 fax: (800) 670 -7892 www.guardianfall.com 3 Limitations Fall Clearance: There must be sufficient clearance below the anchorage connector to arrest a fall before the user strikes the ground or an obstruction. When calculating fall clearance, account for a MINIMUM 2’ safety factor, deceleration distance, user height, length of lanyard/SRL, harness stretch, and all other applicable factors. Diagram shown is an example fall clearance calculation ONLY. Swing Falls: Prior to installation or use, make considerations for eliminating or minimizing all swing fall hazards. Swing falls occur when the anchor is not directly above the location where a fall occurs. Always work as close to in line with the anchor point as possible. Swing falls significantly increase the likelihood of serious injury or death in the event of a fall. Compatibility: When making connections with CB-18, eliminate all possibility of roll-out. Roll-out occurs when interference between a hook and the attachment point causes the hook gate to unintentionally open and release. All connections must be selected and deemed compatible with CB-18 by a Competent Person. All connector gates must be self-closing and self-locking, and withstand minimum loads of 3,600 lbs. See the following for examples of compatible/incompatible connections: Connector closed and locked to D-ring. OK. Connector to integral lanyard. NO. Two or more snap hooks or carabiners connected to each other. NO. Two connectors to same D-ring. NO. Connector directly to horizontal lifeline. NO. Connector directly to webbing. NO. Incompatible or irregular application, which may increase risk of roll-out. NO. Fall clearance calculation shown based on standing worker falling directly in-line with anchor point. Always consider potential swing fall and other hazards when calculating fall clearance. *Eliminate Swing Fall whenever possible! If Swing Fall exists, always account for additional fall clearance. 1.5’ 2’ 12’ 5’ Anchor Pointat Foot Level 12’ Free Fall Lanyard Anchor PointLevel w/Dorsal D-ring 6’ Free Fall Lanyard 2’ Components and Specifications Guardian Fall Protection 6305 S. 231st St., Kent, WA 98032 phone: (800) 466- 6385 fax: (800) 670 -7892 www.guardianfall.com 4 Type A anchorage connector. Minimum permitted service temperature: -30° F. 5,000 lb. MBS (minimum breaking strength). Materials: galvanized steel. Connection Point Anchor Post Base Plate Concrete fastener installation holes (x8) Wood/metal fastener installation holes (x60) Correct Anchorage Positioning: This chart details allowable working zones required to reduce risk of swing falls and improper side loading. ALWAYS adhere to information specified by chart. Anchor Distance From Leading Edge (Y) Working Distance Along Roof Edge (Either Direction) (X) Working Angle From Perpendicular (Ø) 6’ 10’ 15’ 20’ 25’ 30’ 35’ 40’ 45’ 50’ 55’ 60’ 8’ 9’ - 9” 11’ - 7” 13’ - 3” 14’ - 6” 16’ 17’ - 2” 18’ - 3” 19’ - 4” 19’ - 10” 21’ - 4” 22’ - 3” 53° 45° 38° 33° 30° 28° 26° 24° 23° 21° 21° 21° For example, if the anchorage connector is 6’ from the leading edge (Y), the working distance (X) is 8’ in each direction from the perpendicular, which translates to a 53° working angle. Ø: Total Working Angle X: Working Distance Along Leading Edge Y: Distance From Leading Edge X Y ø X Leading Edge Standard Swivel Top Post Base Description #00656 #10655 #10683 #00652 #10652 - 18” 18” - 12” x 12” - 12” x 12” CB-18 Anchor for Concrete Applications CB-18 Weld-On Anchor CB-18 Backer Plate #00658 -18”12” x 12”CB-18 Anchor w/Pass-Through Top for Concrete Applications #00657 #00654 18”16” x 16”CB-18 Anchor for Wood & Metal Applications #00659 -18”16” x 16”CB-18 Anchor w/Pass-Through Top for Wood & Metal Applications #10656 --CB-18 Weld-On Anchor w/Pass-Through Top18” Guardian Fall Protection 6305 S. 231st St., Kent, WA 98032 phone: (800) 466- 6385 fax: (800) 670 -7892 www.guardianfall.com 5 All installation of CB-18 Anchors MUST be approved by a Competent or Qualified Person, or by a Guardian Fall Protection certified installer.!WARNING 3/4” min. All fasteners fully embedded in substrate *Sample profile shown only Installation and Use Prior to use, plan your system: 1. Ensure all PFAS equipment is selected and deemed compatible with CB-18 by a Competent Person. 2. Eliminate or minimize all risk of swing fall. 3. Ensure structure to which CB-18 is to be installed, and on which work is to be performed, is free of all hazards, including, but not limited to, debris, rot, rust, sharp or abrasive edges and surfaces, and hazardous materials. 4. A Qualified Person must determine that structure to which CB-18 is to be installed is rated to withstand minimum required loads. There are no minimum or maximum spacing requirements for CB-18 Anchors, provided structure is of sufficient strength. 5. For all CB-18 Anchors, all applicable fastener holes MUST be used and all fasteners MUST be fully embedded in substrate. NEVER over-tighten fasteners. 6. CB-18 is rated for loading in any direction provided it is installed as prescribed. Suitable for use in HLL applications. MINIMUM substrate thickness requirements: • Wood: 3/4” CDX. • Metal: 18 gauge, or 20 gauge if reinforced with CB Spanner Plate (part # 00604, contact Guardian for more information). • Concrete: 6”, 2,500 psi or better. Substrate fastener requirements: • Wood: #14 x 10, 2” wood deck screws. Qty. 60. • Metal: #14 x 14, 2” metal deck screws. Qty. 60. Please note that longer screws may be required in order to achieve the minimum necessary substrate penetration. All fasteners must penetrate metal decking by at least ¼”. • Concrete: ½” x 3” concrete bolts. Qty. 8. CB-18 roof slope compatibility: flat - sheer. Any installation past sheer (for example, on the underside of a beam) must be done in combination with backer plate. Installation, CB-18 Wood Install (part #s 00654, 00657, and 00659): MINIMUM substrate requirement: 3/4” thick CDX. 1. Place CB-18 at selected installation location. 2. Install all (60) fasteners until snug, and ensure CB-18 is fully secured to substrate. 3. All fasteners MUST be fully embedded in wood decking. Guardian Fall Protection 6305 S. 231st St., Kent, WA 98032 phone: (800) 466- 6385 fax: (800) 670 -7892 www.guardianfall.com 6 Metal Install (part #s 00654, 00657, and 00659): MINIMUM substrate requirement: 18 gauge, or 20 gauge if reinforced with CB Spanner Plate (part # 00604, contact Guardian for more information). 1. Place CB-18 at selected installation location. 2. Install all (60) fasteners until snug, and ensure CB Anchor is fully secured to substrate. 3. All fasteners MUST penetrate metal decking by at least ¼”. Concrete Install (part #s 00652, 00656, and 00658): MINIMUM substrate requirement: 6“ thick, 2,500 psi. Installation must be done a MINIMUM 8“ from all fall hazards. 1. Place CB-18 at selected installation location. 2. Install all (8) fasteners until snug, and ensure CB-18 is fully secured to substrate. 3. Always refer to fastener manufacturer’s instructions regarding fastener installation. Backer Plate Install: Compatible beam width: 6” - 8” *. 1. Place CB-18 at compatible installation location. 2. Secure Backer Plate to CB-18 with (4) ½“ threaded rods. (2) ½” lock washers and (2) ½” hex nuts required per threaded rod. 3. Tighten all fasteners until snug, and ensure CB-18 is secured to substrate. 4. Deform threads on all fasteners to prevent tampering. Min. 18 gauge All fasteners penetrate substrate by at least ¼” *Sample profile shown only Min. 6” thick All fasteners fully embedded in substrate *Sample profile shown only (2) ½” lock washers and (2) ½” hex nuts per threaded rod *Backer plate installation may also be done on structural member other than I-beam, provided structural member is deemed compatible by jobsite Competent Person Welding must be done by AWS certified welder Maintenance, Cleaning, and Storage If CB-18 fails inspection in any way, immediately remove it from service, and contact Guardian to inquire about its return or repair. Field serviceability testing is not required, and should not be done by the end user. Cleaning after use is important for maintaining the safety and longevity of CB-18. Remove all dirt, corrosives, and contaminants from CB-18 before and after each use. If CB-18 cannot be cleaned with plain water, use mild soap and water, then rinse and wipe dry. NEVER clean CB-18 with corrosive substances. When not in use, store equipment where it will not be affected by heat, light, excessive moisture, chemicals, or other degrading elements. Guardian Fall Protection 6305 S. 231st St., Kent, WA 98032 phone: (800) 466- 6385 fax: (800) 670 -7892 www.guardianfall.com 7 Installation, CB-18 Weld-On (part # 10652, 10655, and 10656) CB-18 Weld-On Post must be installed by an American Welding Society (AWS) certified welder in accordance with all applicable welding regulations. Post diameter: 2 7/8” Fillet weld: 5/16” Minimum beam flange width: 3½” Guardian Fall Protection 6305 S. 231st St., Kent, WA 98032 phone: (800) 466- 6385 fax: (800) 670 -7892 www.guardianfall.com 8 Prior to EACH use, inspect CB-18 for deficiencies, including, but not limited to, corrosion, deformation, pits, burrs, rough surfaces, sharp edges, cracking, rust, paint buildup, excessive heating, alteration, and missing or illegible labels. IMMEDIATELY remove CB-18 from service if defects or damage are found, or if exposed to forces of fall arrest. Ensure that applicable work area is free of all damage, including, but not limited to, debris, rot, rust, decay, cracking, and hazardous materials. Ensure that selected work area will support the application-specific minimum loads set forth in this instruction manual. Work area MUST be stable. At least every 12 months, a Competent Person other than the user must inspect CB-18. Competent Person inspections MUST be recorded in inspection log in instruction manual and on equipment inspection grid label. The Competent Person must sign their initials in the box corresponding to the month and year the inspection took place. During inspection, consider all applications and hazards CB-18 have been subjected to. Inspection Inspection Log Date of First Use: __________________. Product lifetime is indefinite as long as it passes pre-use and Competent Person inspections. User must inspect prior to EACH use. Competent Person other than user must complete formal inspection at least every 12 months. Competent Person to inspect and initial. This inspection log must be specific to one CB-18. Separate inspection logs must be used for each CB-18. All inspection records must be made visible and available to all users at all times. If equipment fails inspection IMMEDIATELY REMOVE FROM SERVICE. Guardian Fall Protection 6305 S. 231st St., Kent, WA 98032 phone: (800) 466- 6385 fax: (800) 670 -7892 www.guardianfall.com 9 Safety Information Failure to understand and comply with safety regulations may result in serious injury or death. Regulations included herein are not all-inclusive, are for reference only, and are not intended to replace a Competent Person’s judgment or knowledge of federal or state standards. !WARNING Do not alter equipment. Do not misuse equipment. Workplace conditions, including, but not limited to, flame, corrosive chemicals, electrical shock, sharp objects, machinery, abrasive substances, weather conditions, and uneven surfaces, must be assessed by a Competent Person before fall protection equipment is selected. The analysis of the workplace must anticipate where workers will be performing their duties, the routes they will take to reach their work, and the potential and existing fall hazards they may be exposed to. Fall protection equipment must be chosen by a Competent Person. Selections must account for all potential hazardous workplace conditions. All fall protection equipment should be purchased new and in an unused condition. Fall protection systems must be selected and installed under the supervision of a Competent Person, and used in a compliant manner. Fall protection systems must be designed in a manner compliant with all federal, state, and safety regulations. Forces applied to anchors must be calculated by a Competent Person. Unless explicitly stated otherwise, the maximum allowable free fall distance for lanyards must not exceed 6’. No free fall allowed for non-LE SRLs. Class A SRLs must arrest falls within 24”; Class B SRLs must arrest falls within 54”. Harnesses and connectors selected must be compliant with manufacturer’s instructions, and must be of compatible size and configuration. Snap hooks, carabiners, and other connectors must be selected and applied in a compatible fashion. All risk of disengagement must be eliminated. All snap hooks and carabiners must be self-locking and self-closing, and must never be connected to each other. A pre-planned rescue procedure in the case of a fall is required. The rescue plan must be project-specific. The rescue plan must allow for employees to rescue themselves, or provide an alternative means for their prompt rescue. Store rescue equipment in an easily accessible and clearly marked area. Training of Authorized Persons to correctly erect, disassemble, inspect, maintain, store, and use equipment must be provided by a Competent Person. Training must include the ability to recognize fall hazards, minimize the likelihood of fall hazards, and the correct use of personal fall arrest systems. NEVER use fall protection equipment of any kind to hang, lift, support, or hoist tools or equipment, unless explicitly certified for such use. Equipment subjected to forces of fall arrest must immediately be removed from use. Age, fitness, and health conditions can seriously affect the worker should a fall occur. Consult a doctor if there is any reason to doubt a user’s ability to withstand and safely absorb fall arrest forces or perform set-up of equipment. Pregnant women and minors must not use this equipment. Physical harm may still occur even if fall safety equipment functions correctly. Sustained post-fall suspension may result in serious injury or death. Use trauma relief straps to reduce the effects of suspension trauma. Guardian Fall Protection 6305 S. 231st St., Kent, WA 98032 phone: (800) 466- 6385 fax: (800) 670 -7892 www.guardianfall.com 10 85342 (Rev. A) Labels 1-800-466-6385 www.guardianfall.com CB-18 Anchor Part #: Date of Manufacture: Materials: Galvanized steel Prior to use, read and understand all manufacturer’s instructions provided with equipment at time of shipment. Compliant with OSHA 1910, OSHA 1926 Subpart M, ANSI A10.32-2012, and ANSI Z359.18-2017* regulations. *Depending on application. Refer to instructions for more details.Worker capacity range (including all equipment): 130-420 lbs. All PFAS equipment must be selected and deemed compatible with CB-12 Anchor by a Competent Person. Only make compatible connections. Refer to instructions for proper installation and connection methods. MAXIMUM 1 connection per anchor. Avoid contact with hazards, including, but not limited to, heat, chemicals, electricity, and sharp or abrasive edges and surfaces.!WARNING User must inspect prior to EACH use. Competent Person must complete formal inspection every 12 months. Competent Person to inspect and initial. Product lifetime is indefinite as long as equipment passes pre-use and Competent Person inspections. If equipment fails inspection, IMMEDIATELY REMOVE FROM SERVICE DO NOT REMOVE LABEL Date of First Use: ________________ Inspection Grid J F M A M JJ A S O N D 20___ 20___ 20___ 20___ 20___ 90893 (Rev. A) / COO Serial #: Type A anchorage connector. 5,000 lb. MBS (minimum breaking strength). Minimum service temperature: -30° F. Monday 5/16/2016 Guardian Fall Protection (henceforth referred to as GFP) expressly warrants to the purchaser that all GFP products are free from defect in material and workmanship at the time of shipment. This warranty only covers defects in material and workmanship (those resulting from product design and/or manufacture); it does not cover conditions resulting from normal wear and tear, neglect, abuse, or accident. GFP’s obligation under this warranty applies for the lifetime of the product, and is limited to the replacement of product only. This warranty is not transferable to any other GFP service, and does not apply to product that is resold after having been put into service. No other person or firm is authorized to assume or assign for GFP any other liability in connection with the sale or use of GFP products. Furthermore, this warranty is void if any product is changed or altered in any way, or if the product is used in a manner other than for which it is intended. All returns to GFP must have a return authorization that is obtained from the GFP Customer Service department. All returns must be shipped prepaid. Contact the Customer Service Department at 1-800-466-6385. GFP shall not be liable for any punitive or consequential damages of any nature, including loss of profits, loss of revenues, loss of productivity, or delay of project, under any form of liability, including contract, warranty, negligence, wrongful act, or other legal or equal liability. Always refer to your company-specific policies, and refer to state and federal regulations pertaining to the proper use of fall protection equipment. Thank you, Bradley Dillon VP of Product & Business Development BradleyD@guardianfall.com 800-466-6385 ext. 152