- B1 - B2

Transcription

1 - B1 Park@Sol - B2 Mounting instructions Example B1 1-row vehicle arrangement (max. depth 6.0 m) Example B2 2-row vehicle arrangement (max. depth 13.5 m) Schletter GmbH Gewerbegebiet an der B15 Alustraße Kirchdorf/Haag i. OB Germany Tel.: / 42

2 CONTENTS PAGE 1 General 3 2 Foundation (Cast-in-place foundation / Precast foundation) Detail Overview Carport - Exploded view 10 4 Component assembly Module mounting 18 6 Cable mounting (optional) 19 7 Sheet metal mounting Mounting of adjustable guttering with integrated ice-breaker Profi le overview for carport systems - Presentation of all components Mechanical drawings and torques / tightening torques Tolerances Lightning protection and potential equalization Warnings 42 Dear Sir, Madam, we would like to thank you for choosing a Schletter product. 2 / 42 Schletter GmbH Gewerbegebiet an der B15 Alustraße Kirchdorf/Haag i. OB Germany Tel:

3 1 General Our Carport systems are modular in structure and can be customized to fulfi l the demands of any individual customer parking-area project. Confi guration of the module arrangement, spatial cut of the parking area etc. takes place according to customer requirements and is drawn up in compliance with local boundary conditions (ground conditions, wind loads, snow loads), Optimal economic effi ciency is thus achieved while complying with all structural requirements. Schletter GmbH Gewerbegebiet an der B15 Alustraße Kirchdorf/Haag i. OB Germany Tel.: / 42

4 Planning Project-specifi c overview diagrams and parts lists will be generated prior to delivery of the system. These drawings display the measurements and positions of the individual components and of their respective connectors. Park@Sol - B1 and B2 Structural design B1 (example) Structural design B2 (example) 2) Foundation The choice of foundation design is dependent upon customer requirements and particularly upon the size of the plant. The laying of the cast-in-place foundation can generally be performed, cost-effi ciently, by local civil engineers and with the use of standard machinery. For larger installations, a more economical alternative can generally be found in deploying the drilling procedure for deep foundations. Cast in place concrete The economical solution for small carport plants Micro foundation The unrivaled solution for large carport plants 4 / 42 Schletter GmbH Gewerbegebiet an der B15 Alustraße Kirchdorf/Haag i. OB Germany Tel:

5 Cast-in-place foundation The foundation is essentially made up of the base plate and the base pedestal. Important to note is that the base-plate should always be laid below the frost line. The base pedestal also serves as impact protection. According to building regulations this must not exceed a height of 60cms above the ground line. Detailed information relating to the laying of foundations can be found in the reinforcement plans and in the overview diagrams. The design calculation for the foundations is found in the structural analysis on Page 12. Sizing dimensions given here must be met in every case in order to guarantee structural safety of the carport. Reinforcement plans are created at receipt of order and according to structural regulations. Scope of delivery on the part of Schletter for cast-in-place foundations: Two armature pieces, comprising: 6 nuts M16 2 thread rods M16 L= 290mm 1 U-Profi le 1 spacer for thread rods Mounting dimensions for the armatures are found in the reinforcement plan. Note: Cast-in-place foundations are laid by the customer and are not delivered by Schletter! Terminology 1 2 1) Purlin 2) Girder 3) Strut 4) Strut base 5) Foundation Schletter GmbH Gewerbegebiet an der B15 Alustraße Kirchdorf/Haag i. OB Germany Tel.: / 42

6 Example foundation: Dimensions and the position of the anchor for the carport are found in the detailed foundation plan. The anchor must be thoroughly encased in concrete. Tolerances for the cast-in-place foundation (customerside) ± 5 mm. Ground level Example plan of reinforcement (service provided by Schletter): 6 / 42 Schletter GmbH Gewerbegebiet an der B15 Alustraße Kirchdorf/Haag i. OB Germany Tel:

7 Precast foundation for construction with micro-piles In contrast to the cast-in-place foundations to be laid by the customer, special precast foundations and injection piles are deployed when preparing foundations with micro-piles. This type of foundation ensures rapid mounting of the structure and an economical foundation-laying procedure. The length and dimensions of the micro-piles are calculated using the parameters documented during the geological survey. Scope of delivery on the part of Schletter: Structural analysis of the micro-piles according to parameters from the geological survey Precast foundation for variants: System B1 (Base width = 1540mm), B2 (Base width = 1850mm), B3 (Base width 1850 = mm) Micro-piles 40/20 Drill bits Grouting mortar Cement mortar Laying of precast foundations Optional: Geological survey performed by in-house geologists Laying of foundations with micro-piles (c.f. precast foundation above the excavation depth, underground): Preparation of a geological survey by dynamic probing and prospecting Structural analysis of the micro-piles Measurement of the drilling points according to Schletter guidelines (customer responsibility) Preparation of the base points by cutting or milling the asphalt layer and later backfi lling with a load-bearing layer of gravel (customer responsibility) Laying of micro-piles in accordance with statistical guidelines Laying and casting of the precast foundation Note: Span distances between the thread rods in System B1 vary due to the deployment of two different foundation shoes. See 9 Profi le overview for carport systems / foundation consoles The length and dimensions of the micropiles are calculated using the parameters documented during the geological survey. Base width Schletter GmbH Gewerbegebiet an der B15 Alustraße Kirchdorf/Haag i. OB Germany Tel.: / 42

8 Precast foundation above excavation depth, subsoil To avoid the risk of damage due to ground frost, the foundation must be cast again after laying. Leveling course Grit dimensions: 0-8mm / 0-5cm thickness Load-bearing gravel layer Materials for leveling course to be provided by customer Excavation of approx.10mm around foundation In paved car parks, the paving is removed from the area reserved for the foundations. In asphalted car parks, the asphalt is cut out or milled, as it presents too low a pressure stability, particularly at high temperatures. In both cases, the opening between surface and foundation is retrospectively fi lled with grit. 8 / 42 Schletter GmbH Gewerbegebiet an der B15 Alustraße Kirchdorf/Haag i. OB Germany Tel:

9 Setting of the foundations Distance between girders Distance between upper edge foundation and upper edge carport paving Ensure precise longitudinal alignment! Note: To ensure smooth mounting of the carport, the anchors must be aligned in one row. The permitted tolerance here is +-5mm Fastening anchors for pouring into castin-place foundations on customer side (included in delivery of the carport set) Schletter GmbH Gewerbegebiet an der B15 Alustraße Kirchdorf/Haag i. OB Germany Tel.: / 42

10 3 Overview and installation of the carport components The following steps and respective item numbers correspond to the item numbers indicated in the drawing below. lower module-bearing profi le diagonal measurements upper module-bearing profi le OBJECT DESCRIPTION Precast foundation Strut - QHP Strut base Purlin Shading sheet Module middle clamp Module end clamp Girder CP Spacer CP Eaves guttering 10 / 42 Schletter GmbH Gewerbegebiet an der B15 Alustraße Kirchdorf/Haag i. OB Germany Tel:

11 4 Component assembly Girder mounting (Pos. 8) The girder components are delivered pre-assembled. The size of the pre-assembled mounting claw must be checked after delivery and prior to installation start and may need to be adjusted. The exact clearance for the mounting claw can be found in the production drawing for the girder components. Note: The mounting claw must be installed to precise dimensions! If, in the case of a horizontal module arrangement, the spacing between purlins is not respected, the profiles will not fit pre-determined module dimensions, or, in the case of a vertical module arrangement, the clamping range defined by the module manufacturer cannot be maintained. Overview diagram girder assembly / parts lists for girder assembly OBJECT QUANTITY COMPONENT NO DESCRIPTION KlickIn click component M10 Mounting claw 40 mm Girder C1 Hexagon head screw DIN 933 M10x25 Square head screw DIN 557 M10 LENGTH Schletter GmbH Gewerbegebiet an der B15 Alustraße Kirchdorf/Haag i. OB Germany Tel.: / 42

12 Mounting of struts with the girder assembly group (Pos. 2) Arrange struts within the girder assembly group Connect struts to the girder assembly with screws (see parts list and overview drawings Girder Assembly group S11, items: 9,11,14) and tighten with a torque of 135 Nm (tightening torque 135 Nm = screw VA M16 A2/A4). If an alternative screw size is required for structural reasons, the corresponding tightening torque must be identifi ed and can be found on page 30. Connect in the girder assembly supports and connectors with M16 screws. Pre-assembled girder- and strut assembly 12 / 42 Schletter GmbH Gewerbegebiet an der B15 Alustraße Kirchdorf/Haag i. OB Germany Tel:

13 Mounting of the strut base with support (Pos. 3) Attach the strut bases to the struts and secure with screws. Care must be taken that the support bases and struts are mutually compatible (see drawing item 3). Using hoisting equipment (with slip if required), lift the assembled component group, comprising girder assembly, struts and support bases, and lower onto the fastening anchor of the pre-aligned and spaced precast- or cast-in-place concrete foundations. Once the assembly is in place, secure the threaded anchor rods with a base claw and M16 nuts and tighten with the stipulated torque of 135 Nm (for M16). The torque of the base claw at the sides of the strut base must also be verifi ed and the claw tightened if necessary. Please refer to the drawing Strut Base Assembly and to the image Prepared Concrete Foundation Note: To safeguard against possible tilting of this assembly, the lower and upper module-bearing profi le must be mounted and fastened with a mounting claw, please also refer to pages 10 and 11. Position strut base onto supports Secure with M16 screws, spring washers, base claws and nuts (see schematic below) Height of strut base is adjustable with base claw Strut base assembly OBJECT QUANTITY COMPONENT NO DESCRIPTION Strut base 100 Park@Sol Rubber Park@Sol Base claw Park@Sol Hexagon head screw DIN 931 M16x160 Nut M16 self-locking DIN982 Schletter GmbH Gewerbegebiet an der B15 Alustraße Kirchdorf/Haag i. OB Germany Tel.: / 42

14 Strut 100x100 carport customized Item no.: Strut 120x120 carport customized Item no.: Lift assembly using hoisting equipment and slip Position assembly on foundation 14 / 42 Schletter GmbH Gewerbegebiet an der B15 Alustraße Kirchdorf/Haag i. OB Germany Tel:

15 Secure and tighten screws and M16 nuts with a torque wrench Schletter GmbH Gewerbegebiet an der B15 Alustraße Kirchdorf/Haag i. OB Germany Tel.: / 42

16 Installation of the module-bearing profile (Pos. 4) Once all supports are mounted and aligned, the module beams are mounted as per the drawing and aligned at right angles. Please ensure that the module beams are installed with the correct cantilever. A rail mounting is compulsory in a horizontal arrangement. The mounting claws* are factory assembled and the distances must therefore be checked after transport and adjusted if necessary. Once all load-bearing profiles have been mounted with dimensional accuracy, the diagonal measurements (see page 10) must be checked and aligned. The module beams must be mounted at right angles to the support. Note: To safeguard against possible tilting of this assembly, the lower and upper module-bearing profi le must be mounted and fastened with a mounting claw, please also refer to pages 10 and 11. * Arrange and secure the purlin using the pre-assembled mounting claw and screws M10x25. The exact dimensions can be found in the production drawings for the girder assembly. Insertion connector detail Mounting the connector: 1. Slide in the profi le connector 2. Connect the second profi le 3. Secure the connector on both sides with the supplied self-drilling screws (5.5 x 25 mm) 16 / 42 Schletter GmbH Gewerbegebiet an der B15 Alustraße Kirchdorf/Haag i. OB Germany Tel:

17 1. Insert the connector 2. Side fastening with self drilling screws (x2 / purlin) Note: Spacing between purlins must be precisely maintained, particularly in the case of horizontal, linear supports. This applies not only at the struts, but also namely between the struts and also in areas where the purlins are self-supporting! In the event that the module is mounted after installation of the trapezoidal sheets, e.g. due to limited availability, then the purlin spacing must be carefully observed as this can no longer be adjusted once the trapezoidal sheets are in place. Schletter GmbH Gewerbegebiet an der B15 Alustraße Kirchdorf/Haag i. OB Germany Tel.: / 42

18 5 Module Mounting (Pos. 6 & 7) Depending on the design, there are several types of module fastening systems, e.g. normal clamp fastening, fastening with Klick clamps (partic. for unframed modules), module clamps of type Rapid 2+ through to the OptiBond fastening system. The clamping range and the type of module clamp to be used is at the discretion of the customer and is to be agreed with the module manufacturer. The module is to be installed under stress-free conditions Modules are to be mounted as per the drawing, using the supplied module clamps. Preload of the screws can be found in the Screw and Detail plan on page 30. Image 1 - Example Klick system Image 2 - Example Screw system Note: Please refer to our assembly instructions. These are available to you on our website I400129DE Laminate mounting - general recommendations I400130DE Module mounting - general recommendations 18 / 42 Schletter GmbH Gewerbegebiet an der B15 Alustraße Kirchdorf/Haag i. OB Germany Tel:

19 6 Cable mounting (optional) In the majority of installations, cables are fastened with simple cable ties. These become brittle very quickly, however, particularly in hotter climates, with the result that the cables may then droop from the profi les after only two years. This can lead to water damage in the plugs and loose connections due to wind impact on the cables. For effective cable mounting, we supply cable ducts which can be fastened to our profi les with little time and effort. Naturally we can provide edge protection pieces for the profi le ends. Plastic edge protection closed Item no.: closed left Item no.: closed right Plastic edge protection open Item no.: open left Item no.: open right Proklip2000-P Cable Clip Item no.: Schletter GmbH Gewerbegebiet an der B15 Alustraße Kirchdorf/Haag i. OB Germany Tel.: / 42

20 7 Trapezoidal sheet mounting - Sofit Panel Overview of individual components Facing with Sofi t Panels is possible with Schletter Carports. Positioning of individual components is initially defi ned in technical drawings (see Point 2). When placing the order, please ensure that the length of the panels is identical to the length of the girder. Optional: End batten Vergeboard Sofi t panel Shading sheet Technical overview plan Panel arrangement and critical dimensions for mounting are outlined in the overview drawing. Example general layout drawing 20 / 42 Schletter GmbH Gewerbegebiet an der B15 Alustraße Kirchdorf/Haag i. OB Germany Tel:

21 Mounting the components 1. Position the first panels The distance between the girder and panel should be between 55 mm and max. 210 mm! The recommended spacing values can be taken from the technical drawing! A Mount the exterior panels with the open seam facing outwards (see Fig. A) Center distances between girders and / or between girders and purlin ends. The fi rst Sofi t panel is mounted between the girders with the open seam to the opposite girder! (See Fig. B) B Bolt Sofi t panel to the purlin with Zebra pias (or equivalent) screwdriver The fi rst panels to be positioned against the girders must be bolted at both sides. 2. Position the remaining panels Guide the second panel, angled slightly, into the seam of the fi rst panel then press the upwards against the purlin Schletter GmbH Gewerbegebiet an der B15 Alustraße Kirchdorf/Haag i. OB Germany Tel.: / 42

22 The adjustment tolerance is 2 mm. Slight misalignments can be corrected here, in the event that the girders do not run exactly parallel to one another! Panel dimensions: 5.5 mm 13.0 mm mm mm Bolt the panel to the purlin at the open side Mount further panels by following steps outlined in Point 2 3. Mounting the shading sheet Lean the shading sheet in to the girder and press upwards against the purlin. Bolt to the purlin with the Zebra pias from inside the seam (see Fig. C) C 22 / 42 Schletter GmbH Gewerbegebiet an der B15 Alustraße Kirchdorf/Haag i. OB Germany Tel:

23 4. Mounting the vergeboard sheet (optional) A distance of 5-10 mm must be maintained between vergeboard and the front edge of the purlin! 5-10 mm 5. Mounting the end batten (optional) The end batten must be mounted with the seam facing downwards! Mount the end batten onto the front of the Sofi t panel and bolt in place with the Zebra pias screwdriver Projection of between 80mm to 120mm Girder Trapezoidal sheeting Eaves guttering Schletter GmbH Gewerbegebiet an der B15 Alustraße Kirchdorf/Haag i. OB Germany Tel.: / 42

24 8 Mounting of adjustable guttering with integrated ice-breaker (Pos. 10) The following defi nition refers to a two-piece guttering system which allows for mounting without guttering supports (guttering brackets). This guttering system was designed specifically for the mounting of trapezoidal sheeting It is important to have a prior overview of the guttering system. The exact dimensions and quantity of guttering pieces can be found in the production drawing. Guttering systems are custom produced for each individual project. Cutting on the construction site is, therefore, not required. Each supplied gutter unit (upper and lower parts) fits the span between two carport support structures. Note: To avoid a back-fl ow of running water, sections must be cut from the lower trough. Please refer to Point (2) Mounting of lower trough, to incorporate pitch. Adjustable roof guttering Please note: Fundamentally, the carport represents a building. If clean drainage is required by the customer, as with a standard building, then ground compensation and the laying of foundations must be carried out with the utmost of precision or a proper drainage system cannot be guaranteed. To compensate for small areas of unevenness and to adjust the gradient from roof gutter to downspout, a two-piece adjustable roof guttering system is required (see image). In B1: Vertical water-head Downspout holder with square clamps Design B1 (single row arrangement) In B2: Water-head Type 10 degrees Downspout holder with square clamps Design B2 (dual row arrangement) 24 / 42 Schletter GmbH Gewerbegebiet an der B15 Alustraße Kirchdorf/Haag i. OB Germany Tel:

25 Roof guttering - Overview diagram OBJECT DESCRIPTION Roof gutter fi eld 1 Roof gutter fi eld 2 Roof gutter end piece Roof gutter 100x150 Run-off 10 Downspout 1 100mm Downspout 100mm Arc Downspout 2 100mm Downspout 2 100mm Downspout 100mm clamp M10 Roof gutter joint Rubber seal joint Schletter GmbH Gewerbegebiet an der B15 Alustraße Kirchdorf/Haag i. OB Germany Tel.: / 42

26 Span of carport frame Ejot screw Gutter top Gutter trough Connector Water-head Girder PV Module Girder Gutter top Connector Gutter trough Support / Strut 3mm gradient per running meter i.e. 15mm height difference over 5m Water-head Support / Strut 26 / 42 Schletter GmbH Gewerbegebiet an der B15 Alustraße Kirchdorf/Haag i. OB Germany Tel:

27 1. Positioning and screwing of the gutter top Each supplied guttering unit (upper and lower parts) fi ts the span between two carport support structures (midpoint to midpoint). Snap a chalk line to position and mark the gutter top on the trapezoidal sheet (pre-mounted with 80mm- 120mm projection). Note: The dimensions from the lower edge of the purlin to the guttering upper edge must be checked and projected, using a chalk line on the standing rib, along the full length of the eaves. Deploying this method on both sides of the roof ensures that the guttering follows a straight course across the entire carport. The upper sections can now be laid, end-to-end in the pre-marked positions and secured with the drilling screws provided (EJOT mm). Note: Please ensure that gutter top is screwed to the trapezoidal sheeting at each standing rib (see also Trapezoidal Sheet mounting). Ejot screw Gutter top PV module Purlin Purlin Trapezoidal sheet Girder Projection trapezoidal sheet at least 10cms Schletter GmbH Gewerbegebiet an der B15 Alustraße Kirchdorf/Haag i. OB Germany Tel.: / 42

28 2. Mounting of gutter trough to incorporate pitch (Diagrams 4 to 7) Prior to installing the gutter trough, it is important to establish which strut should incorporate the rain water head and downspout to channel away water. The designated gutter trough must be notched at this point. Note: To avoid a back-fl ow of water, sections must be cut into the respective gutter trough of length 200mm and breadth 120mm. These notches are to be made on-site using plate shears (see diagram Cut Sections in Gutter Trough). Cutting out the relevant sections for the rain water run-off prior to mounting the guttering has proved to require less time and effort than carrying out this activity retrospectively. Bend the sharp edges of the cut sections carefully downwards at right-angles using specially designed pliers (fl anging pliers, combi-pliers) This ensures smooth run-off of water. upper section adjustable solution 10.2 lower section 28 / 42 Schletter GmbH Gewerbegebiet an der B15 Alustraße Kirchdorf/Haag i. OB Germany Tel:

29 Cut a notch of approx. 10cm into the trough at the point where the water head is to be placed and bend the cut edges downwards to avoid a back-fl ow of water along the under side. Beginning at the highest point of the eaves, the lower guttering sections are slid inside the inner fl ap of the gutter top and are secured using drilling screws (EJOT 5.5*25 mm) at distances of 50cm to the welding point of the guttering. To accommodate for the longitudinal expansion of materials, guttering troughs must be mounted at distances (welding distances) of approx. 3cms one from the next. To ensure optimal drainage of water, it is important to incorporate a gradient when mounting the trough. The gradient should not exceed 3mm/running meter and must be verified using a digital spirit level. The pitched gutter trough is then secured with a drilling screw (similarly with a distance of 50cm to the welding point). Note: To ensure unobstructed drainage, the highest point of the gutter trough is always positioned on the opposite side to the downspout (drainage point). 3. Mounting the water head (Diagrams 8.10 and 11) The water head box is pushed up through the joint of the previously cut gutter trough and is fastened with two drilling screws. It is not necessary to seal the water head. The following steps must however be taken: Once in place, fold out the sides of the box a little. The side (with no fold) is pushed upwards into the trough and inside the metal flap of the inner gutter top. The second side of the box - with the fold - is pushed upwards until the fold locks over the edge of the lower trough. The water-head is now secured with two drilling screws on the side without the fold. Girder PV module Water-head Type: Vertical Drain Water-head Type: 10 degrees Water-head is slotted inside the inner metal flap of the gutter top Schletter GmbH Gewerbegebiet an der B15 Alustraße Kirchdorf/Haag i. OB Germany Tel.: / 42

30 Sealing of water head is not necessary Slot the water-head upwards onto the gutter trough Bend back the sides slightly Hang the water-head from the folded side fi rst Slide the connector into the fl ap of the gutter top; fi nally, secure the connector from the outside with an Ejot screw. 30 / 42 Schletter GmbH Gewerbegebiet an der B15 Alustraße Kirchdorf/Haag i. OB Germany Tel:

31 4. Mounting of the connectors (diagrams 6 and 7) When mounting the guttering connectors, the two sides must be bent outwards slightly, as with the waterhead assembly. First the side (with no fold) is pushed upwards into the trough and inside the metal fl ap of the inner gutter top. The side (with fold) is then pushed upwards until the connector locks. The connector is now fastened with two drilling screws on the side without the fold. The gutter troughs must not be notched for the mounting of connectors. Note: In contrast to the water-heads, it is imperative that connectors be sealed to the guttering. The two procedures used by Schletter for the sealing of roof guttering are outlined in the following: Apply 2-sided bitumen sealing membrane to the inner side. Delivered strips: 25*33cms Push up connector from below onto the gutter trough Bend back the sides slightly Hang the connector from the folded side fi rst Slide the connector into the inner fl ap of the gutter top; fi nally, secure the connector from outside with two Ejot screws Schletter GmbH Gewerbegebiet an der B15 Alustraße Kirchdorf/Haag i. OB Germany Tel.: / 42

32 Sealing with SikaBond T1 (building regulation approval) SikaBond - T1 is an elastic single-component glue with a polyurethane base, which hardens to an elastomer with humidity. Application To achieve perfect adhesion of the connector to the roof guttering, it is imperative that all surfaces be dry, free of oil and grease and from loose particles or dust. For an optimal bond, the connectors and guttering components must be pre-treated with a cleaning agent and with a primer. Please use: Cleaning agent: Sika Haftreiniger-1, Primer: Sika Primer- 3N Apply SikaBond to the connectors using a triangular nozzle (10 x8 mm) in stripes of thickness 4mm. Then slide the connectors onto the gutter trough and fasten with two drilling screws. Care must be taken that the time between appliance of the sealant and the mounting of the component does not exceed 2 minutes, to avoid the build-up of a skin around the sealant. A quality mounting could therefore not be achieved due to a less than optimal impermeability. As described in Point 4 : Mounting of the connectors, the connectors are then slid on from below and are fastened with two drilling screws. Processing conditions / Technical data Subsurface temperature: +5 C min./ +35 C max. Subsurface quality: Dry, grease and oil-free Melting point: The subsurface temperature must be +3 above the melting point. Recommended working temperature: +15 C Heat resistance from -40 to +80 Sealant with Ceresit- BT21 (no technical approval): Ceresit is a self-adhesive, tear-resistant, 2-ply cross-laminated polyethylene fi lm with a plastic, bitumen,- rubber-adhesive sealant, which, when applied correctly, guarantees simple but effective impermeability of the guttering joints. Application: To achieve perfect adhesion of the connector to the roof guttering, it is imperative that the subsurface and the connection points of the gutter trough be dry, free of oil and grease and from loose particles or dust. A preparatory application of primer is not necessary when deploying this method of sealing, Sealing membranes are supplied in the required lengths of 30 cm. Remove the backing paper while simultaneously applying the sealing membrane to the entire exterior surface of the cleaned joint of the trough. 32 / 42 Schletter GmbH Gewerbegebiet an der B15 Alustraße Kirchdorf/Haag i. OB Germany Tel:

33 While doing so, the following points should be observed: Lift backing paper at the reel end and peel away slowly and evenly. Position and affi x the membrane with the adhesive side to the trough surface. Progressively peel away the backing paper and affi x the entire strip, then smooth down the membrane fi rmly, using, for example, a pressure roller (rubber roller). Note: To ensure the impermeability of the bitumen membrane, affi x the membrane across the entire surface while smoothing away any air bubbles. As described in Point 4 : Mounting of the Connectors, the connectors are then slid on to the trough and are fastened with two drilling screws. Processing conditions / Technical data Working temperature: -5 C to + 30 C Subsurface quality: Dry, grease and oil-free Heat resistance: > 70 C Thickness: 1.5mm Storage: BT 21 sealing membrane must be transported and stored upright and protected, until required, from pressure, heat and humidity. In summer temperatures of +25 C, store in a cool place as the plastic adhesive layer reacts to heat and becomes soft - particularly in direct sunlight. In cold conditions, store until required at a temperature of at least +10 C. 5. Mounting of the end pieces End-pieces are sealed at production and are delivered pre-assembled. 6. Screwing in the roof guttering components The pre-assembled guttering lower and upper parts, can now be completely screwed together, at a distance of 50cms apart. To this end, the gutter trough is screwed to the gutter top through the interior metal fl ap. The gutter tops are to be screwed together at every standing rib of the trapezoidal sheeting. The supplied drilling screws EJOT 5.5 x 25 (mm) are to be used for screwing in the guttering end pieces. Schletter GmbH Gewerbegebiet an der B15 Alustraße Kirchdorf/Haag i. OB Germany Tel.: / 42

34 7. Mounting of downspout and arcs Mount the square clamp set on the supports (see diagram 10.3, Pos. 2, 3, 4). Pre-assemble the guttering downspout and arc as per the detailed diagram and position the water-head boxes. Parallel mounting of the downspout onto the carport supports is achieved by adjusting the distance of the thread rods on the square clamps (image 10.3, Pos. 3) OBJECT DESCRIPTION Strut Square clamp-set Thread rod Downspout clamp M10 Downspout Downspout Arc 34 / 42 Schletter GmbH Gewerbegebiet an der B15 Alustraße Kirchdorf/Haag i. OB Germany Tel:

35 9 Profile overview of the carport system - All components Foundation consoles Strut base 120 mm pre-fabricated component Strut base 100 mm pre-fabricated component Strut base 120 mm cast-in-place concrete Strut base 100 mm cast-in-place concrete OBJECT NUMBER COMPONENT NO DESCRIPTION Strut base 100 Park@Sol Rubber Park@Sol Base claw Park@Sol Hexagon head screw DIN 931 M16x160 Nut M16 self-locking DIN982 Struts Strut 100x100 carport customized Item no.: Strut 120x120 carport customized Item no.: Schletter GmbH Gewerbegebiet an der B15 Alustraße Kirchdorf/Haag i. OB Germany Tel.: / 42

36 Girder OBJECT QUANTITY COMPONENT NO DESCRIPTION KlickIn click component M10 Mounting claw 40 mm Girder C1 Hexagon head screw DIN 933 M10x25 Square head screw DIN 557 M10 LENGTH 36 / 42 Schletter GmbH Gewerbegebiet an der B15 Alustraße Kirchdorf/Haag i. OB Germany Tel:

37 Module clamps End clamp Middle clamp KP-locking device - exterior KP-locking device - interior KP module clamp Module rubber KP-module clamp 2 x KP-locking device - interior KP-Module rubber 2 x Glass panel End clamp ECO8 set Item no.: Glass panel Middle clamp ECO8 set Item no Glass panel End clamp ECO7 set Item no Glass panel Middle clamp ECO7 set Item no.: End clamp Rapid2+ XXmm (30-50) Item no Item no Middle clamp Rapid mm Item no Middle clamp Rapid mm Item no End clamp Rapid mm Item no Earthing middle clamp Rapid mm mont Item no End clamp Rapid mm Item no Earthing middle clamp Rapid mm mont Item no Module anchor OptiBond 30mm Item no Module anchor OptiBond 30mm rubber mounted Item no Module anchor OptiBond 50mm Item no Module anchor OptiBond 50mm rubber mounted Item no Module anchor OptiBond 80mm Item no Module anchor OptiBond 80mm rubber mounted Item no Please note: Item numbers are subject to change in the event of technical modifications or new developments. Schletter GmbH Gewerbegebiet an der B15 Alustraße Kirchdorf/Haag i. OB Germany Tel.: / 42

38 Purlins Click purlin KP 0 interior Item no.: Click purlin KP 0 exterior Item no.: Click purlin KP 1 interior Item no.: Click purlin KP 1 exterior Item no.: Click purlin KP 1.5 interior Item no.: Click purlin KP 1.5 exterior Item no.: Click purlin KP 2 interior Item no.: Click purlin KP 2 exterior Item no.: Module-bearing profi le S 0 Item no.: Module-bearing profi le S 1 exterior Item no.: Module-bearing profi le S 1 interior Item no.: Module-bearing profile S 1.5 Item no.: Module-bearing profi le S 2 Item no.: Module-bearing profi le S 3 Item no.: Module-bearing profi le S 4 Item no.: / 42 Schletter GmbH Gewerbegebiet an der B15 Alustraße Kirchdorf/Haag i. OB Germany Tel:

39 10 Design and torque / tightening torque OBJECT NUMBER COMPONENT NO DESCRIPTION Strut base 120 Park@Sol Base claw Park@Sol Hexagon head screw DIN 931 M16x180 Nut M16 self-locking DIN982 Rubber Park@Sol OBJECT NUMBER COMPONENT NO DESCRIPTION Strut base 120 Park@Sol Base claw Park@Sol U-profi le Park@Sol 60x30x400mm Thread rod M16x290mm Hexagon head screw DIN 931 M16x180 Nut M16 self-locking DIN982 Hexagon nut M16 DIN934 Rubber Park@Sol Schletter GmbH Gewerbegebiet an der B15 Alustraße Kirchdorf/Haag i. OB Germany Tel.: / 42

40 A tightening torque of strength category 6.8 is to be used with high-grade steel screws (V2A, V4A). 40 / 42 Schletter GmbH Gewerbegebiet an der B15 Alustraße Kirchdorf/Haag i. OB Germany Tel:

41 11 Tolerances Schletter mounting racks for carport systems are specifi cally dimensioned to accommodate local wind and snow loads. In the interest of economic effi ciency, the maximum capacity potential of individual components is generally exploited. The racks must therefore be mounted with the utmost precision. Please note that the structural safety of each individual project is subject to verifi cation; the mounting dimensions must therefore be precisely observed. For the compilation of clean documentation and for technical approval, we recommend that the following mounting tolerances be observed: Span between fi elds Linear projection of purlins Lower girder connection Upper girder connection Base connection Module engagement length into the clamp Mounting of trapezoidal sheeting ± 50 mm ± 30 mm ± 20 mm ± 20 mm ± 20 mm 2 mm When mounting trapezoidal sheeting, perpendicularity is of primary importance! Span between fi elds cantilever lower girder connection upper girder connection socket connection lower/upper girder connection module engagement depth into the clamp Schletter GmbH Gewerbegebiet an der B15 Alustraße Kirchdorf/Haag i. OB Germany Tel.: / 42

42 12 Lightning protection and potential equalization - important notes Lightning protection is not mandatory but is recommended by Schletter Anodization or powder-coating of the rack's interior connections does not negatively impact the load-bearing capacity with regard to lightning protection! Fundamentally, in the case of anodized or powder-coating carports, all conductive components of the carport assembly, which could come into contact with live components, are to be incorporated into the potential equalization. We recommend that all individual module-bearing profi les lying one below the other be connected electrically then, subsequently, that each resulting module block be connected with low impedance to the earthing system. Similarly, all supports, clamps, etc. used for cable routing, or which come into contact with live components must be earthed. Overall responsibility for the earthing procedures and for the inspection of protective measures prior to operation lies with the designated electrical engineering company. 13 Warning Risk of falling! The risk of falling is always present when working on the roof. Stepping onto a module can result in slipping. Compliance with legally defined accident prevention procedures is mandatory when working on the roof. According to the procedures for the prevention of accidents, a safety harness or protective platform must be used. Do not step on the solar modules. Risk of injury! There is a risk of injuring others if objects fall from the roof. Apparatus must be secured with a safety line to a stable point, to prevent objects from sliding off. The danger area on the ground must be sealed off to protect passers-by from potential injury from falling objects. Warning! Risk of breakage! PV modules can be damaged if stepped upon. Do not step on the PV modules. Risk of electric shock! Electric cables and solar plant components carry a permanent electrical voltage with light incidence. Touching conductive components can result in electric shock. All operations with electrical equipment must be carried out exclusively by qualifi ed experts. Schletter GmbH, 2012, I400160GB, V4 42 / 42 Schletter GmbH Gewerbegebiet an der B15 Alustraße Kirchdorf/Haag i. OB Germany Tel: