Absco Garden Shed Products Snow Support Frame Model: SNOW3018

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Absco Garden Shed Products Snow Support Frame SNOW SUPPORT FRAME FOR ABSCO SHEDS ONLY (NOT SUITABLE FOR HIGHLANDER MODELS) NOTE: PLEASE REFER TO THE ATTACHED CERTIFICATE AND DRAWING FOR THE CORRECT QUANTITIES OF SNOW FRAMES FOR YOUR SHED PAGE 1

PORTAL FRAME ASSEMBLY QTY DESCRIPTION 2 GALVANISED CHANNEL 1704 LONG (PART C1704) 2 GALVANISED CHANNEL 1482 LONG (PART C1482) 2 KNEE PLATE 2 APEX PLATE 2 RIDGE PLATE 2 MULTI PURPOSE BRACKETS 150 16mm SELF DRILLING TEK SCREWS 4 10mm DYNABOLTS 16mm TEK SCREWS DYNABOLT MULTI PURPOSE BRACKET KNEE PLATE RIDGE PLATE (RBP) GALVANISED CHANNEL 40 80 APEX PLATE PART C1482 1783mm 80mm 80mm NOTE: FOR 2260mm WIDE SHEDS - CUT THE 2 x 1482mm CHANNELS TO 1106mm LONG - THE NEW VERTICAL HEIGHT IS 1980mm - THE NEW WIDTH IS 2210mm PART C1704 2045mm 2950mm 2 x APEX PLATES 1 x KNEE PLATE 1 X KNEE PLATE NOTE: IF THE GARDEN SHED IS ALREADY BUILT, ASSEMBLE THE SNOW FRAME ON THE GROUND, INSIDE THE GARDEN SHED, THEN LIFT INTO POSITION AND SECURE AS DETAILED ON PAGE 4 OR 5. PAGE 2

x 19 1. SNOW SUPPORT FRAME ASSEMBLY 2. 8 0 SECURE RIDGE PLATES TO APEX PLATES x 24 4 12 x 8 3. x 8 4. 2 x x 6 SELF DRILLING TEK SCREW SNOW SUPPORT FRAMES PAGE 3

SNOW SUPPORT FRAME INSTALLATION SELF DRILLING TEK SCREW SNOW SUPPORT FRAMES EQUAL EQUAL 1.5 TO 3.7m SECURE EACH RIDGE BEAM TO EACH RIDGE PLATE WITH 4 X 16mm SELF DRILLING TEK SCREWS. USE 16mm SELF DRILLING SCREWS TO SECURE WALLS TO CENTRE FRAME NOTE: PLEASE REFER TO THE ATTACHED CERTIFICATE AND DRAWING FOR THE CORRECT QUANTITIES OF SNOW FRAMES FOR YOUR SHED PAGE 4

SNOW SUPPORT FRAME INSTALLATION MODELS: 4.5m & 6m long SELF DRILLING TEK SCREW SNOW SUPPORT FRAMES SECURE EACH RIDGE BEAM TO EACH RIDGE PLATE WITH 4 X 16mm SELF DRILLING TEK SCREWS. NOTE: PLEASE REFER TO THE ATTACHED CERTIFICATE AND DRAWING FOR THE CORRECT QUANTITIES OF SNOW FRAMES FOR YOUR SHED USE 16mm SELF DRILLING SCREWS TO SECURE WALLS TO CENTRE FRAME EQUALLY POSITION TWO SNOW SUPPORT FRAMES AS SHOWN. PAGE 5

ABSCO SNOW3018 SNOW SUPPORT FRAME ASSEMBLY ASSEMBLY SUPPORT PHOTOGRAPHS REFER TO THESE PHOTOS AS YOU FOLLOW THE ASSEMBLY PROCESS OF THE SNOW SUPPORT FRAME AS DETAILED IN YOUR ABSCO ASSEMBLY INSTRUCTIONS STEP 1A, B, C: Draw pattern on concrete, in accordance with the dimensions detailed in the assembly instruction. STEP 2A, B, C: Understand where components are to be positioned STEP 3A, B, C: Join C1482 to C1704 STEP 4A, B, C: Join C1482 to C1482 STEP 5A, B: STEP 6A, B: Secure ridge plate (RBP) Secure multi purpose brackets STEP 7A, B, C, D: Turn frame over, repeat steps 4,5 PAGE 6

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SNOW WARNING In areas where snow falls occur YOU MUST ANCHOR the shed to a solid foundation (concrete is recommended), in accordance with the chart below. ABSCO QUALITY STEEL SHEDS are designed to handle light snow falls ONLY, up to 10 lbs/ft2 e.g. Equivalent inches of snow Snow Weight 38.4 inches of light/dry snow 10 lbs/ft2 5.8 inches of heavy/wet snow 10 lbs/ft2 2.1 inches of ice 10 lbs/ft2 In heavy snow fall areas you must install ABSCO SNOW BRACING KITS SNOW3018 The following charts indicate the number of anchors and Snow Frame bracing kits required. Model Number Anchors required *Maximum Number of Snow Braces Required Door Bridging Kit 23221RK 12 3 0 30222DK 14 8 0 30292RK 14 8 0 30372RK 16 12 0 45232WK 16 10 1 *Please refer to the attached Snow Table for the number of Snow braces required for your local snow fall area. WARNINGS: A. DO NOT OPEN THE SHED DOOR IF THERE IS SNOW ON THE ROOF OF THE SHED. OPENING THE DOOR WILL REDUCE THE STRUCTURAL INTEGRITY OF THE SHED. B. REMOVE THE SNOW FROM THE ROOF BEFORE OPENING THE SHED DOOR. C. AS SOON AS THERE IS SNOW ON THE SHED ROOF, REMOVE THE SNOW AS SOON AS POSSIBLE TO AVOID FURTHER SNOW BUILD UP. DISCLAIMER: The snow load table has been prepared from load tests carried out in ABSCO INDUSTRIES. Bags of weight were used to simulate the weight of snow and the sheds were assembled in accordance with instructions supplied by ABSCO. The ABSCO snow frames were also fitted in accordance with instructions supplied by ABSCO INDUSTRIES. The ABSCO sheds were erected and anchored to a level concrete slab in accordance with the ABSCO ASSEMBLY Instructions provided with the sheds. The calculations shown in the tables should be used as a guide only, as ABSCO INDUSTRIES and Fernandes & Associates Pty. Ltd. accepts no responsibility, nor offers any warranty or guarantee for snow damage to your ABSCO Shed or its contents.

We certify that the snow load table below was prepared from load tests carried out at ABSCO INDUSTRIES and by theoretical analysis. These tests were carried out on ABSCO Sheds assembled and erected in accordance with instructions provided by ABSCO. These tests did not account for wind loads, and it would be expected that wind loads would lower the snow loading capacity of the sheds. This table is valid for sheds with ABSCO snow frames equally spaced inside the sheds, with the doors closed and with a maximum gable height of 2.3 meters (7.55 ft). m2 ft2 kg/m2 lbs/ft2 kg/m2 lbs/ft2 kg/m2 lbs/ft2 kg/m2 lbs/ft2 kg/m2 lbs/ft2 kg/m2 lbs/ft2 kg/m2 lbs/ft2 kg/m2 lbs/ft2 kg/m2 lbs/ft2 kg/m2 lbs/ft2 kg/m2 lbs/ft2 kg/m2 lbs/ft2 The Mews Commercial Page 1 of 2 www.fernandes.net.au Tel: 61 7 3852 1371 Unit 2/141 Campbell Street. BOWEN HILS, QLD, AUSTRALIA info@fernandes.net.au Fax: 61 7 3852 1329 Fernandes & Associates P t y L t d Consulting Mechanical & Structural Engineers ABN: 56 059 624 565 21 st July 2010 Engineering Certificate Shed Roof Area Vertical Loads on Roof with Additional Snow Frames No Frame 1 Frame 2 Frames 3 Frames 4 Frames 5 Frames 6 Frames 8 Frames 10 Frames 12 Frames 14 Frames 16 Frames 1.2 12.9 293.5 60.1 2.3 24.8 306.9 62.8 5.3 57.0 91.2 18.7 148.5 30.4 222.8 45.6 297.1 60.8 9.0 96.9 47.4 9.7 NA NA 97.8 20.0 130.4 26.6 163.0 33.3 195.6 40.0 228.1 46.6 293.9 60.1 13.5 145.2 43.5 8.9 NA NA 86.9 17.7 NA NA 130.4 26.6 NA NA 173.8 35.5 217.3 44.3 260.8 53.2 304.3 62.1 18.0 193.8 33.0 6.8 NA NA 66.1 13.5 NA NA 99.1 20.3 NA NA 132.2 27.0 165.1 33.8 198.2 40.5 231.2 47.3 264.3 54.0 297.3 60.1 ABSCO GARDEN SHEDS SNOW L O A D T A B L E S Note: Refer to page 2 for snow load guide, warnings and disclaimer. Milton Fernandes B.Sc. Eng. (Hons), MEngSc. MIEAust, RPEQ Chartered Professional Engineer

The following table should be used as a guide only, as the weight and depth of snow will vary according to the density of the snow. WARNINGS: A. DO NOT OPEN THE SHED DOOR IF THERE IS SNOW ON THE ROOF OF THE SHED. OPENING THE DOOR WILL REDUCE THE STRUCTURAL INTEGRITY OF THE SHED. B. REMOVE THE SNOW FROM THE ROOF BEFORE OPENING THE SHED DOOR. C. AS SOON AS THERE IS SNOW ON THE SHED ROOF, REMOVE THE SNOW AS SOON AS POSSIBLE TO AVOID FURTHER SNOW BUILD UP. DISCLAIMER: The snow load table on page 1 has been prepared from load tests carried out in ABSCO INDUSTRIES. Bags of weight were used to simulate the weight of snow and the sheds were assembled in accordance with instructions supplied by ABSCO. The ABSCO snow frames were also fitted in accordance with instructions supplied by ABSCO INDUSTRIES. The ABSCO sheds were erected and anchored to a level concrete slab in accordance with the ABSCO ASSEMBLY Instructions provided with the sheds. The calculations shown in the tables should be used as a guide only, as ABSCO INDUSTRIES and Fernandes & Associates Pty. Ltd. accepts no responsibility, nor offers any warranty or guarantee for snow damage to your ABSCO Shed or its contents. The Mews Commercial Page 2 of 2 www.fernandes.net.au Tel: 61 7 3852 1371 Unit 2/141 Campbell Street. BOWEN HILS, QLD, AUSTRALIA info@fernandes.net.au Fax: 61 7 3852 1329 Fernandes & Associates P t y L t d Consulting Mechanical & Structural Engineers ABN: 56 059 624 565 Snow weight Equivalent inches of snow 10 lbs/ft2 38.4 inches of light/dry snow 10 lbs/ft2 5.8 inches of heavy/wet snow 10 lbs/ft2 2.1 inches of ice

m2 ft2 kg/m2 lbs/ft2 kg/m2 lbs/ft2 kg/m2 lbs/ft2 kg/m2 lbs/ft2 kg/m2 lbs/ft2 kg/m2 lbs/ft2 kg/m2 lbs/ft2 kg/m2 lbs/ft2 kg/m2 lbs/ft2 kg/m2 lbs/ft2 kg/m2 lbs/ft2 kg/m2 lbs/ft2 13.5 145.2 43.5 8.9 NA NA 86.9 17.7 NA NA 130.4 26.6 NA NA 173.8 35.5 217.3 44.3 260.8 53.2 304.3 62.1 18.0 193.8 33.0 6.8 NA NA 66.1 13.5 NA NA 99.1 20.3 NA NA 132.2 27.0 165.1 33.8 198.2 40.5 231.2 47.3 264.3 54.0 297.3 60.1 Absco Sheds Snow Load Details Dwg. No. FA-AI-382 Sheet 1 Rev. 1 Gable centre Line Knee plate- manufactured from galvanised 1mm G450 steel 40 6000 (236.2) 4500 (117.2) Apex plate manufactured from galvanised 1mm G450 steel 2.3 & 3m Absco Snow Frames Snow frame manufactured from 80x40mm galvanised C-section (material G550 0.8mm thick) 2320 (91.3) 3000 (118.1) Maximum Gable heights for 3m wide shed 3000 (118.1) Shed sizes (footprint) 1500 (59.1) 800 (31.5) 2190 (86.2) 2260(90.0) 3000 (118.1) 2300 (90.6) 1500 (59.1) 80 2300 (90.6) 1500 (59.1) 2300 (90.6) 1500 (59.1) Other shed sizes (footprint) Maximum Gable height for 1.5m shed Appvd: Milton Fernandes B.Sc. (Hons), MEngSc., MIEAust, RPEQ Chartered Professional Engineer 2300 (90.6) Maximum Gable heights for 2.3m wide shed Shed roof area Vertical Loads on Shed Roof with Additional Snow Frames No Frame 1 Frame 2 Frames 3 Frames 4 Frames 5 Frames 6 Frames 8 Frames 10 Frames 12 Frames 14 Frames 16 Frames 1.2 12.9 293.5 60.1 2.3 24.8 306.9 62.8 5.3 57.0 91.2 18.7 148.5 30.4 222.8 45.6 297.1 60.8 9.0 96.9 47.4 9.7 NA NA 97.8 20.0 130.4 26.6 163.0 33.3 195.6 40.0 228.1 46.6 293.9 60.1 Scale: N.T.S. 1 Rev. Dimensions in mm and inches Do not scale drawings New - ISSUED FOR USE. Description Absco Industries Consulting Engineers: Fernandes & Associates P/L MJF MJF 24July10 ABN 56 059 624 565 The Mews Commercial, Unit 1/141 Campbell St. Drawn APPVD Date Bowen Hills Qld 4006 Tel: 61 7 3852 1371 A