The original WACO RED premium frame scaffolding and shoring systems.

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1 The original WACO RED premium frame scaffolding and shoring systems.

2 2 WACO Premium Frame Scaffolding and Shoring System Used by thousands of the industry s top contractors and professionals, Waco Red equipment delivers exceptional value, resulting in minimum annual cost of ownership. Now offered exclusively through BrandSafway, WACO RED scaffolding and shoring is manufactured according to the original equipment specifications, including loading and safety requirements. Exacting Material Standards Premium quality starts with material standards that are so exacting that each load of tubing for WACO RED comes from the mill with certification that the steel meets our specifications. Rigorous Quality Standards Rigorous quality control procedures are followed through all production stages to ensure both accuracy and consistency: Durability By Design The superior strength and durability of WACO RED is realized through: Tube Ends Finish Note: Each tube end that forms a weld joint is coped to provide a larger welding surface. The components are painted using state of the art powder coating that provides a more durable finish using paint formulated to Waco specifications. All product drawings and information in this catalog are for illustrative purposes only and are not to be considered in any way as an erection guide. A Legacy of Excellence The WACO name has been associated with premium quality scaffold solutions since Top contractors and industry professionals look to Waco products for equipment superior in both performance and safety. BrandSafway is now the exclusive supplier of Waco Red equipment. With a commitment to safety as its foremost value, BrandSafway provides the broadest range of services, products and solutions, with the greatest depth of expertise, to the industrial, commercial and infrastructure end markets. With its global footprint, rigorous operating processes, and extensive service offerings scaffolding and other work access solutions, insulation, coatings, specialty services, and forming and shoring BrandSafway supports customers maintenance, turnaround and refurbishment needs as well as new construction, capital-driven upgrades and expansion plans. Speedlocks The original Speedlock is a forged steel locking system. Speedlocks are standard on all Waco Red Frames. Full Range of Components Various size frames, braces, guardrail systems, casters, brackets and ladder or stair access are available to complete your access needs.

3 3' Wide Box Frames 3 3'-1" 2'-0" 4'-1" Part No.: WA Weight: 23.4 Part No.: WA Weight: ' 4'- 5'-1" Part No.: WA Weight: 27.8 Part No.: WA Weight: '- Part No.: WA Weight: 40.6

4 4 Standard Waco Red Box Frames 2'-1" 1'-0" 1'-0" Part No.: WA Weight: 18.7 Part No.: WA Weight: '-1" 2'-0" 3'-1" 2'-0" Part No.: WA Weight: 32.1 Part No.: WA Weight: '-1" 4'- Part No.: WA Weight: 35.6 Part No.: WA Weight: '-1" 6'- Part No.: WA Weight: 42.4 Part No.: WA Weight: 48.2

5 Narrow Frames 5 2'-35/ 2'-35/ 2'-35/ 2'-35/ 3'-1" 2'-0" 4'-1" 5'-1" Part No.: WA Weight: 21.0 Part No.: WA Weight: '- Part No.: WA Weight: 29.2 Part No.: WA Weight: 36.8 Access Frames 3'-1" 2'-0" 4'-1" Part No.: WA Weight: 34.5 Part No.: WA Weight: '-1" 6'- Part No.: WA Weight: 54.2 Part No.: WA Weight: 60.0

6 6 Walk Through Frames 2'-1" 6'- 6'- Part No.: WA Weight: '-1" Part No.: WA Weight: 55.4 Part No.: WA Weight: '- 6'- Part No.: WA Weight: 40.1 Part No.: WA Weight: '-1" 2'-2" 6'- 6'- Part No.: WA Weight: 49.1 Part No.: WA Weight: 58.4

7 Braces/Rolling Tower 7 Cross Braces Rolling Tower Angle Iron Single Hole Part No. Lock Spacing Frame Spacing Weight "X" WA ' /4" WA ' 6'-0" " WA ' 7'-0" / WA ' 8'-0" /4" WA ' / WA ' 6'-0" / WA ' 7'-0" / WA ' 8'-0" " WA ' " WA ' 6'-0" /2" WA ' 7'-0" / WA ' 8'-0" /2" WA ' / WA ' 6'-0" /2" WA ' 7'-0" /4" WA ' 8'-0" / "X" Angle Iron Double Hole Part No. Lock Spacing Frame Spacing Weight "X" WA ' & 4' / WA ' & 4' 6'-0" /2" WA ' & 4' 7'-0" /4" WA ' & 4' 8'-0" / WA ' & 4' 10'-0" /4" WA ' & 4' / 30" Outriggers Part No.: WA Weight: 12.0 Heavy Duty Caster Part No.: WA Weight: 12.0 Capacity: 500 "X"

8 8 Accessories Brackets WA " Side Bracket 10.1 WA " Side Bracket 11.1 WA /2" Side & End Bracket 13.7 WA /2" Side & End Bracket 18.9 WA " Tubular Side Bracket 9.1 Putlogs WA ' Long Putlog 25.6 WA ' Long Putlog 40.0 WA ' Long Putlog 62.7 WA ' Long Putlog 95.6 WA S Type Hanger 4.5 WA Angle Type Hanger 5.9 WA Putlog Support 14.0 WA Saddle Type Connector 2.8 WA Offset Saddle Type Connector 5.1 Straddle Braces WA '-0" 20.2 WA '-0" 32.7 WA WA WA WA WA Horizontal Spacers Part No. Frame Spacing Weight WA026705G 10.0 WA026707G 7'-0" 10.1 WA026710G 10'-0" 18.4 Diagonal Braces Part No. Description Frame Spacing Weight WA026205G 2'-35/ 11.0 WA026207G 2'-35/ 7'-0" 17.6 WA026208G 2'-35/ 8'-0" 14.8 WA026210G 2'-35/ 10'-0" 22.1 WA026505G 12.4 WA026507G 7'-0" 12.8 WA026508G 8'-0" 17.0 WA026510G 10'-0" 19.7

9 Accessories 9 Guard Rails Posts WA Standard 8.9 WA With Toeboard Hook 10.4 Adjusting Screws WA Socket type for use with caster or base 11.8 plate 26" long, 1 screw adjustment WA With baseplate 21" long, 1 screw adjustment 12.6 Base Plates WA " 5" plate with 24" extension 4.9 (adjusts in 3" increments) WA " 5" Standard Stem 2.4 Guard Rails & Mid Rails WA '-3" 2.5 WA " w/keyhole 2.1 WA WA w/keyhole 4.9 WA '-0" 6.3 WA '-0" 7.1 WA '-0" 8.3 WA '-0" 10.5 WA WA WA WA Coupling Pins WA Coupling Pin 0.6 WA Spring Clip for WA With Collar 0.8 WA WA WA020700

10 10 Accessories Internal Accessway WA Starter Unit for all 5' wide 12.0 frames (2 per tower) WA Accessway for 5' high frames 81.7 WA Accessway for 6' " high frames WA Handrail Assy (Internal all sizes) WA Handrail Assy (External 5' frames) WA Handrail Assy (External 6'-6" frames) WAA Accessway for WA015602, 45.0 WA015605, WA015606, and WA (6'- Frame) WA Hanging Guardrail for 19.8 WA015605, WA015606, and WA frames WAA34507 Aluminum Accessway 49.0 for 5' high frames WAA Aluminum Accessway for 6'-6" high frames 45.0 Scaffold Decks Part No. Description Capacity psf Weight WA ' Wood Ply/Aluminum WA ' Wood Ply/Aluminum WA ' All Aluminum WA ' All Aluminum Hoist Standard with Guard Rail Post Part No.: WA Weight: 33.9 Well Wheels Part No.: WA Description: 12" dia., for 1" rope Capacity: 100 Weight: 9.0 Gravity Lock Pin Part No.: WA Weight: 0.2 Toggle Pin Part No.: WA Weight: 0.1

11 Hi-Load Shoring 11 2'-0" Part No.: WA Weight: 35.2 Part No.: WA Weight: 48.0 Part No.: WA Weight: '-1" 1'-1" 6'-0" 6'-0" Part No.: WA Weight: 69.1 Part No.: WA Weight: 67.8 Part No.: WA Weight: '-0" 2'-0" 1'-1" 2'-0" 2'-0" 6'-0" 2'-0" Part No.: WA Weight: 28.8 Part No.: WA Weight: 39.2 Part No.: WA Weight: 46.5 Part No.: WA Weight: 56.1

12 12 Hi Load Shoring Allowable Working Loads (/leg) Maximum safe working leg loads for WA412X-XX series frames with WA46XX-XX screws Part No. Description WA ' 3' Hi Load Frame 12" 17,500* 16,600 13,400 10,600 10,200 10,000 9,900 9,800 9,700 9,600 WA ' 4' Frame 24" 14,800* 13,700 11,900 9,500 9,100 8,700 8,600 8,500 8,400 8,300 WA ' 3' Hi Load Frame 36" 12,200 11,200 10,400 8,300 8,800 7,700 7,300 7,000 6,750 6,500 WA ' 4' Hi Load Frame 4 10,500 10,300 9,750 8,000 7,700 7,400 7,200 7,000 6,750 6,500 WA 'x 5' Hi Load Frame 12" 15,800* 14,900 13,400 10,600 10,200 10,000 9,900 9,800 9,700 9,600 WA ' 5' Hi Load Frame 24" 14,100 12,400 11,900 9,500 9,100 8,700 8,600 8,500 8,400 8,300 WA ' 5' Ledger 36" 11,700 10,700 10,400 8,300 8,000 7,700 7,300 7,000 6,750 6,500 Bearing Frame 4 10,200 10,000 9,750 8,000 7,700 7,400 7,200 7,000 6,750 6,500 WA ' 6' Ledger 12" 14,400 13,200 11,600 10,600 10,200 10,000 9,900 9,800 9,700 9,600 Bearing Frame WA ' 6' Hi Load Frame 24" 12,400 11,100 10,800 9,500 9,100 8,700 8,600 8,500 8,400 8,300 WA ' 6' Hi Load Frame 36" 10,000 9,000 8,600 8,300 8,000 7,700 7,300 7,000 6,750 6,500 WA ' 6' Double Ledger 4 8,500 8,400 8,200 8,000 7,700 7,400 7,200 7,000 6,750 6,500 Bearing Frame All 12" 13,800 11,000 10,600 Hi Load 24" 11,300 10,500 10,300 Aluminum 36" 10,250 9,800 9,650 Frames 4 9,200 9,100 9,000 Number of Tiers i.e. frame in tower Contact BrandSafway Engineering when shoring height exceeds 60'. Note: 1. Use WA4146 loading as above for combinations of WA4144, WA4145, WA4146, WA4124, WA4125, and WA4126 frames used in one tower. 2. Total screw jack adjustment is the sum of the adjustment Top and Bottom = A + B 3. The above allowable leg loads reflect a 2.5:1 safety factor. 4. Reduce the above allowable loads 10% when using WA02XX12, 13, or 15 cross braces (special application). 5. Reduce the about allowable loads 20% when using straddle brace in one level of a tower no reduction necessary for WA straddle braces (special application). 6. When staffs are used, consult with BrandSafway engineering department. 7. The use of swivel screw jacks is not allowable with Waco Aluminum Hi Load Frames. *Check that screws do not meet inside of the frame leg. See Table A B

13 Hi Load Shoring 13 Typical Hi-Load Frame Tower Aluminum Beams Aluminum Stringers Beam Clamps Screw Jack with U-Head Hi-Load Frames Coupling Pin (Allow ¼" for each connector in calculation of tower height) Cross Braces Screw Jack with Base Plate

14 14 25K/LEG Shoring Frames Std. Pkg. WA ' 6' Base /B WA ' 5' Extension /B 33/4" Single Hole 1 1/4" Tubular Cross Braces Std. Pkg. WA ' 4' 5' Lock Spacing /B WA ' 5' 5' Lock Spacing /B WA ' 6' 5' Lock Spacing /B WA ' 7' 5' Lock Spacing /B WA ' 8' 5' Lock Spacing /B WA ' 10' 5' Lock Spacing /B 5'-31/4" 71/2" 5 Extension Frame WA Cross Braces "X" 6'-0" 12" 5 Lock Spacing 6 Base Frame WA Base Plates & Adjusting Screws WA Fixed Base Plate 10.0 E WA Fixed Base Plate 28.7 E w/12" Adj. Screw WA " Adj. Screw 33.2 E w/6 61/2" J Head WA " Adj. Screw 31.0 E w/ U Head WA Swivel Type Base Plate 26.0 E w/12" Adj. Screw WA Screw Insert Required on Adj. to fit in Base Frame 2.4 E Std. Pkg. Accessories Part Description Weight WA " 6" U Head 12.0 E WA Alignment Pin 3.2 E WA Adapter Pin 4.4 E Adapter Pin WA Pat. No. 3,346,283 Insert For Screw WA Std. Pkg. Alignment Pin WA Fixed & Swivel Screw Jacks 115/16" 115/16" Base Plate Adj. 5" to 15" Adj. 3" to 14" WA WA WA253600

15 25K/LEG Shoring 15 Typical 25K Frame Tower Top J-Head WA Note: When used in leg of base frame, insert WA must be added Screw Jack WA253500, Fixed WA253600, Swivel w/ Plate 4' 5' End Cross Brace required for 3' or more extension WA " O.C. Type 2" to 14" Fixed Jack Adjustment 3" to 15" Swivel Jack Adjustment 1", 2", 3", 4", or 5" Extension Frame WA Adapter Pin WA Alignment Pin WA Patent No Base Frame WA Allow 1/4" for each connection in calculation of tower height Insert WA Screw Jack WA253500, Fixed WA253600, Swivel Base Plate WA Shore X Allowable Working Loads (/LEG) Adjustment: Up to 32" Extension: None or 1' to 5' 1 Tier 5 Tiers 25,000/LEG Note: 1) Extensions: a. 1' to 2' require side cross braces only. b. 3' to 5' require side cross braces and cross braces across the face of frame. 2) Cross Braces: a. For frame spacing of 2'-73/4" to 7' series #WA0244XX, WA02XX00, WA21XX00, or WA25XX00 may be used. b. For frame spacing over 7' to 10' inclusive, series WA25XX00 braces must be used. c. When 12', 13', or 15' cross braces are used, consult with the BrandSafway Engineering Department. 3) The above allowable leg loads reflect a 2.5:1 safety factor. 4) For stability during erection. 2" 6" minimum bracing with #WA nailing plates located at every third frame up the tower, is recommended for towers over 3 frames high. Additional lateral bracing may be required due to wind, ect., and should be considered on a job to job basis. 6' Cross Braces WA254500, 4 Span WA256500, 6 Span WA258500, 8 Span WA250500, 10 Span 2" to 14" Fixed Jack Adjustment 3" to 15" Swivel Jack Adjustment Place Base Plate on mud sills which bear on material sufficient to withstand 2.5 times the load or more

16 16 Light Duty Shoring Basic Units and Accessories Walk-Thru Frames End Frames Narrow Frames "J" Frame WA Weight: 56.4 Leg load table for Waco Scaffold Equipment Screw Extension Part No. WA WA WA WA WA WA WA WA '- 12" or Less 1 24" 30" 36" 42" 4 1 Tier Not Recommended 2 Tiers Tiers *4 Tiers Tier Not Recommended 2 Tiers Tiers *4 Tiers Tier Not Recommended 2 Tiers Tiers *4 Tiers Tier Not Recommended 2 Tiers **3 Tiers Tiers Tier Not Recommended 2 Tiers **3 Tiers *4 Tiers Over 4 tiers high, consult BrandSafway Engineering Department 2. When frames are mixed in a tower, leg load is controlled by weakest frame. (i.e. consider entire tower height to consist of only weakest frame). 3. Adjustment referred to is the sum of the top and/or bottom adjustment screw, including collar on #306 screw. 4. The above allowable leg loads reflect a 2.5:1 safety factor. *5. Towers made with 5' wide frames which are four frames high or higher are to have bracing every third frame. **6. Towers made with 2 wide frames which are three frames high or higher are to have bracing every second frame. X Part No. X Weight WA '-1" 32.1 WA '-1" 35.6 WA ' WA '-1" 42.4 WA ' Bar Braces 275/ X Cross Braces Part No. X Weight WA " 1.2 WA " 1.6 WA WA " 2.8 X Part No. X Weight WA '-1" 21.0 WA '-1" 29.2 WA ' Part No. X Weight WA / 11.9 WA / 13.7 WA /2" 15.0 WA /4" 16.7 WA / 18.5 WA /4" X Fastube with Fittings Part No Length Weight WA WA '-0" 12.9 WA '-0" 14.7 WA '-0" 21.0 WA '-0" 23.7 WA WA '-0" 30.9

17 Light Duty Shoring 17 Adjustable Shoring Accessories Part No. X Y Weight WA " 12.8 WA " 19" 16.5 WA " 19" 19.6 WA " 9.3 WA " 19" 12.6 WA " 19" " 5" Tube and Clamp Fittings Y X 30" 71/2" 1 6" ON Y X Right Angle Double Coupler Part No.: WA Weight: 3.8 Tube Diameter: 15/ or 1.9" 5" WA Adjustment screw with J Head welded screw 41/2" WA Use in conjunction with WA or WA Head 5" WA Adjustment screw with 5" 5" plate welded screw Gravity Pin WA Toggle Pin WA Nailing Plate WA Inter-Changeable Head and Base Plate Swivel Coupler Part No.: WA Weight: 3.0 Tube Diameter: 15/ or 1.9" 4" Insert WA Toggle Pin or WA Gravity Pin Screw WA " 5" Leg of Frame J Head Part Number: WA Weight: 4.1 Base Plate Part Number: WA Weight: 2.4

18 18 Heavy Duty Post Shores 20 KIP Heavy Duty Post Shores WA With WA Adjusting Screw w/ Plate Head WA With WA Adjusting Screw w/6" 61/2" J Head WA With WA Adjusting Screw w/ U Head Accessories 20 KIP Part Description Weight When possible 2" 6" bracing should be perpendicular to stringers and sills. Brace both directions. Std. Pkg /B /B /B Std. Pkg. WA " 6" U Head 12.0 E WA " Adjustable Screw 28.7 E w/ Plate Head WA " Adjustable Screw 25.0 E w/6" 61/2" J Head WA " Adjustable Screw 33.2 E w/ J Head WA Beam Clamp 3.0 E WA Shore Pin 1.9 E WA Nailing Plate 2.2 E WA Hitch Pin /C WA Shore Base Only 62.2 E WA Staff Only 47.4 E 9" Adjustable Screw J Head WA /2" 12" 12" Adjustable Screw J Head WA " 12" Adjustable Screw w/plate Head WA /2" 2" 6" (min.) U Head WA Shore Pin WA Nailing Plate for Post WA Hitch Pin WA " Adjustable Screw w/ U Head WA Staff Only WA Shore Pin WA Shore Base WA " 8'5" min. to 14'5" max. Place base plate on mud sills which bear on material sufficient to withstand 21/2 times the load or more Sill as Required (typical) General Bracing Suitable Mud Sill Founding Material 7'6" Nailing Plate WA Recommended Working Load* (kips) *Recommended working loads on base and staff combination at 3:1 safety factor Bracing Details Braces of 2" 6" lumber or heavier, are fastened to the post with WA nailing plates. Run the lumber horizontally between bases. At the end of each line of horizontal lumber braces, run a diagonal lumber brace to a base sill. (See General Bracing and Detail) Braces must be fastened to each nailing plate with (6) 8d nails with at least one nail on each side of the nailing plate. Nail ends which protrude through the bracing lumber should be bent over, both for safety and added strength. The nails should be located so that they will not split either the bracing or the false work timber. Note: All double 2x lumber must be wedged in J head. Always brace in both horizontal directions.

19 Standard Post Shores 19 Speedset Adjustment 1. Extend shore staff to approximate height. 2. Insert pin in lowest exposed hole in staff, set in adjacent step of Speedset. 3. Adjust shore to final height by turning shore nut. Adjustment holes in the shore staffs are placed 4" apart. Four steps in the Speedset are 1" apart, permitting approximate adjustment to within two inches of the required height. Final adjustment required only 4 or 5 turns of the shore nut. 4. To strip, back shore nut off a turn or two, lower pin to bottom step in Speedset and shore staff is free. Std. Pkg. WA Shore Base /B Staff Waco Red 6'-2" to 11'-1" Adjustment Part Description Weight Std. Pkg. WA With 6" 9" Plate Head /B WA With 4" J Head /B WA With 4" 14" J Head /B WA With 5" U Head /B WA With 6" 6" Plate /B Head with hole for WA0304XX J Head WA With U Head /B Staff Waco Red 8'-2" to 13'-1" Adjustment Part Description Weight Std. Pkg. WA With 6" 9" Plate Head /B WA With 4" J Head /B WA With 4" 14" J Head /B WA With 6" 6" Plate /B Head with hole for WA0304XX J Head WA With U Head /B Staff Waco Red 10'-9" to 15'- Adjustment Std. Pkg. WA With 4" J Head /B WA With 6" 6" Plate Head with hole for WA0304XX J Head /B Bracing Details Standard Post Shores Part No. Min Hts Max Hts WA0701XX 6'-2" 11'-1" WA0702XX 8'-2" 13'-1" WA0703XX 10'-9" 15'- Knee Brace at End of Each Row Brace in Both Horizontal Direction Rivet with Hitch Pin 23/ Diameter Rivet with Hitch Pin 9" Leg Plate WA /4" 20" Screw WA4624 Plate Head WA Mini Post Shore 3'-2" to 3'-10" Adjustment Height Nailing Plate WA " Between Holes WA Shore Nut Assembly WA Shore Base (Red) WA (Black) Speed Set Adjustment 6' See Hi-Load Section for Shore Staff Sizes & Attachable Staff heads 6' x 9' Plate Head WA " J Type Head WA " Plate Platehead WA E = Each B = Bundle C = Carton J Head WA Allowable Working Load 3:1 Safety Factor

20 20 Scaffolding Safety Guidelines Safety guidelines As recommended by the Scaffolding, Shoring, and Forming institute It shall be the responsibility of all employers and employees to read and comply with the following common sense guidelines which are designed to promote safety in the erecting and dismantling of scaffolds. These guidelines do not purport to be all inclusive nor to supplant or replace other additional safety and precautionary measures to cover usual or unusual conditions. Local, state, or federal statute or regulations shall supersede these guidelines if there is a conflict and it is the responsibility of each employee to comply. General Guidelines Post these scaffolding safety guidelines in a conspicuous place and be sure that all persons who erect, dismantle or use scaffolding are aware of them. Follow all state, local, and federal code, ordinances, and regulations pertaining to scaffolding because they may be more restrictive. For example, height or width requirements may vary. Survey the jobsite A survey shall be made of the job site or hazards, such as untamped earth fills, ditches, debris, high tension wires, unguarded openings, and other hazardous conditions created by other trades. These conditions shall be corrected or avoided as note in the following section. Inspect all equipment before using Never use any equipment that is damaged or defective in any way. Keep all equipment in good repair Avoid using corroded equipment the strength of corroded equipment is not known. Inspect erected scaffolds daily or at the beginning of every shift to be sure that they are maintained in safe condition. Never use equipment for purposes or in ways for which it was not intended. Report any unsafe condition. Never take chances do not work on scaffolds if your physical condition is such that you feel dizzy or unsteady in any way. Working under the influence of alcohol or illegal drugs is strictly prohibited. Consult your scaffolding supplier Never take chances Consult manuals and instructions provided by the supplier; scaffolding is his business. Guidelines for Erection and Use of Scaffolding A. Provide adequate sills for scaffold posts and use base plates. B. Use adjusting screws or other approved conditions. C. Plumb and level all scaffolds as the erection proceeds. Do not force braces to fit. Level the scaffold until proper fit can be made easily. D. Bracing each frame or panel shall be braced by horizontal bracing, cross bracing, diagonal bracing, or any combination thereof for securing vertical members together laterally. All brace connections shall be made secure, in accordance with manufacturers' recommendations. E. Do not climb cross braces; use only an access (climbing) ladder or access steps designed to be climbed, or equivalent safe access to the scaffold. F. Tie running scaffold to wall or structure when the height exceeds four (4) times the minimum scaffold base dimension. The first vertical and longitudinal tie shall be placed at this point. Vertical ties shall be repeated at intervals not greater than 26 feet. Longitudinal ties shall be placed at each end and at intervals not greater than 30 feet. Ties must prevent the scaffold from tipping into or away from the wall or structure. G. When scaffolds are to be partially or fully enclosed, specific precautions must be taken to assure frequency and adequacy of ties attaching the scaffolding to the building due to increased load conditions resulting from effects of wind and weather. The scaffolding components to which the ties are attached must also be checked for additional loads. H. When free standing scaffold towers exceed four times their minimum base dimension vertically, they must be restrained from tipping. I. Do not erect scaffolds near electrical power lines unless proper precautions are taken. Consult the power service company for advice. J. Do not use ladders or makeshift devices on top of scaffolds to increase the height K. Do not exceed manufacturers recommended load rating. L. Equip and maintain all platforms with proper guardrails, midrails and toeboards along all open sides and ends of scaffold platforms. M. All brackets shall be seated correctly with side brackets parallel to the frames and end brackets parallel to the frames. Brackets shall not be bent or twisted from normal position. Brackets (except mobile brackets designed to carry materials) are to not be used as work platforms only and shall not be used for storage of material or equipment. When brackets are used, the scaffold shall be tied to the structure or otherwise restrained to prevent tipping. N. All scaffolding accessories shall be used in accordance with the manufacturers' recommended procedure. Accessories shall not be altered in the field. Scaffolds, frames and their components of various manufacturers shall not be intermixed. O. For planking, the following guidelines apply: 1. Use only lumber that is properly inspected and graded as scaffold plank. 2. Planking shall have at least 12 inches of overlap and extend 6 inches beyond center of support, or be cleated at both ends to prevent sliding off supports. 3. Fabricated scaffold planks and platforms, unless created or restrained by hooks, shall extend over their end supports not less than 6 inches and no more than 12 inches. 4. Secure plank to scaffold when necessary P. For rolling scaffolds the following additional guidelines apply: 1. CASTERS WITH PLAIN STEMS shall be attached to the panel or adjustment screw by pins or other suitable means. 2. DO NOT EXTEND ADJUSTING SCREWS ON ROLLING SCAFFOLDS MORE THAN 12 INCHES.

21 21 3. WHEELS OR CASTERS shall be provided with a locking device and kept locked during erection and dismantling or any time scaffolds are not being moved. 4. SECURE OR REMOVE ALL MATERIAL AND EQUIPMENT from platform before moving scaffold. 5. USE HORIZONTAL DIAGONAL BRACING near the bottom and at 20 foot intervals measured from the rolling surface. 6. DO NOT USE brackets or other platform extensions without consideration of overturning effect. 7. THE HEIGHT OF ROLLING SCAFFOLD excluding its uppermost guardrails, must not exceed four times its smallest base dimension unless it is stabilized by an engineered counterweight system or some other equivalent means. 8. CLEAT OR SECURE ALL PLANKS. 9. DO NOT ATTEMPT TO MOVE A ROLLING SCAFFOLD WITHOUT SUFFICIENT HELP watch out for holes in floor and overhead obstructions stabilize against tipping. 10. DO NOT RIDE ROLLING SCAFFOLDS. 11. JOINTS shall be restrained from separation. Q. For Putlogs and Trusses the following additional guidelines apply: 1. DO NOT CANTILEVER OR EXTEND PUTLOGS/TRUSSES as side brackets without thorough consideration for loads to be applied. 2. PUTLOGS/TRUSSES SHOULD BE EXTENDED AT LEAST 6 inches beyond point of support. 3. PLACE RECOMMENDED BRACING BETWEEN PUTLOGS/TRUSSES when the span of putlog/truss is more than 12 feet. R. When dismantling scaffolding the following additional guidelines apply: 1. CHECK TO SEE IF SCAFFOLDING HAS BEEN STRUCTURALLY ALTERED in any way which would make it unsafe, and if so, reconstruct where necessary before commencing with dismantling procedures. 2. VISUALLY INSPECT PLANK prior to dismantling to be sure that they are safe to work on. 3. COMPONENTS SHOULD BE LOWERED as soon as dismantled in a safe manner so as to protect personnel below. 4. DO NOT ACCUMULATE EXCESS COMPONENTS OR EQUIPMENT on the level being dismantled. 5. DISMANTLED EQUIPMENT should be stockpiled in an orderly manner. 6. Follow erection procedures and use manuals. Visit for shoring safety guidelines.

22 22 Notes

23 Notes 23

24 24 Notes BrandSafway 1325 Cobb Int. Dr. Ste. A-1 Kennesaw, GA, Phone: (678) Fax: (770) For more information, visit ORN 1701 Rev. B 08/17

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