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INDEX
GENERAL INFORMATION
CS #000
Index of CS --------------------------------------------------------Purpose of Construction Standards (CS) ----------------------Drawings -----------------------------------------------------------Symbols & Abbreviations----------------------------------------CS Number Page Number CS #000 --------------- 2 CS #001 --------------- 3 CS #002 --------------- 4 CS #003 --------------- 5 CS #100 ---------------CS #101 ---------------CS #102 ---------------CS #103 ---------------CS #104 ---------------CS #105 ---------------CS #106 ---------------CS #200 ---------------CS #201 ---------------CS #202 ---------------CS #203 ---------------CS #203 ---------------6 7 8 9 10 11 12 13 14 15 16 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37
Skin Overlaps Rivet Line Location --------------------------Edge Distance, Pitch ---------------------------------------------Hole Diameter Countersink Dimpling---------------------Deburring - Edge Finish -----------------------------------------Riveting: Custom Nose Pieces: A4 & A5 ---------------------Corrosion Protection ---------------------------------------------Twist ---------------------------------------------------------------MATERIALS
Specification ------------------------------------------------------Aluminum Alloy / Properties -----------------------------------Steel ----------------------------------------------------------------Welding Rod ------------------------------------------------------Other: Plexiglass, Fairleads, Bearings--------------------------PART FABRICATION
General Tolerances Length ------------------------------------- CS #300 --------------Bend Radius --------------------------------------------------------- CS #301 --------------Bending Angles -------------------------------------------------- CS #302 --------------Bend Straightness--------------------------------------------------- CS #303 --------------Close Tolerance. Main Wing Spar & Rib Height ------------ CS #304 --------------Flanged Lightening Holes ---------------------------------------- CS #305 --------------Formed Ribs -------------------------------------------------------- CS #306 --------------Corner Relief Cutout ----------------------------------------------- CS #307 --------------FASTENERS
Blind Rivets Avex Aluminum A4 & A5 ---------------------- CS #400 ---------------Blind Rivets Stainless Steel ------------------------------------ CS #401 ---------------Solid Rivets Shear Strength ------------------------------------ CS #402 ---------------Solid rivets Tolerances ------------------------------------------ CS #403 ---------------Solid rivets Eccentric -------------------------------------------- CS #404 ---------------Bolts ------------------------------------------------------------------ CS #405 ---------------Bolts Airframe bolts --------------------------------------------- CS #406 ---------------Torque Value for AN bolts --------------------------------------- CS #407 ---------------Nutplates Rivnuts ---------------------------------------------- CS #408 ---------------CONTROL HARDWARE
Turnbuckles Shackles Nico Press -------------------------Cable Push Rods -----------------------------------------------Rod Ends Piano Hinge ----------------------------------------Bushings -----------------------------------------------------------CORRECTION & REPAIRS
Scratches - Cracked or Damaged Parts -------------------------- CS #602 ---------------- 38 Replacing & Adding Rivets -------------------------------------- CS #603 ---------------- 39 Skins & Joints ------------------------------------------------------- CS #605 ---------------- 40 Shimming------------------------------------------------------------- CS #606 --------------- 41 COMMENT & SUGGESTION FORM -------------------------------------------------------------- 42 Zenith Aircraft Company
www.zenithair.com Draft Edition (03/22/11) 1985 2011 CHRIS HEINTZ
CONSTRUCTION STANDARDS
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CS #001
The purpose of the Construction Standards (CS) is to outline in a handy manual format the standards to be used for manufacturing (building), maintaining and/or repairing your Zenair light aircraft. Whereas the drawings and photo assembly guides for a specific model show the parts, dimensions, assemblies, the specific tolerances where required, as well as the assembling procedures, the present Construction Standards (CS) supply the general specifications as per the index CS #000. The CS is the source for the recommended and acceptable raw material, suggested rivets and their correct installation. It also goes over the suitable type of bolts when threaded fasteners are specified in the drawing. The author hopes that the CS will allow the builder/manufacturer to acquire a better understanding of the process and to minimize the need for questions and requests for approval to fix mistakes and perform repairs. The Construction Standards reflect the successful design philosophy of designer Chris Heintz, and applies to modern sheet metal construction for light aircraft. They are straight forward and efficient methods proven by their in-service experience on the designers airplanes since 1970. NOTE: The FAAs AC 43-13 Acceptable Methods, Techniques, and Practices may alternatively be used.
CONSTRUCTION STANDARDS
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DRAWINGS
CS #002
UPDATES, REVISION: Check for current drawing list on web site, www.zenithair.com/bldr/index.html. PHOTO ASSEMBLY GUIDE: Some pictures of the different assemblies may not correspond with the drawings. The drawings always come first.
METRIC SYSTEM All manufacturing dimensions on the designers drawing are given in metric (millimeters), with the exception of standard North America raw material and hardware which are specified in inches () 1 = 25.4mm 1kg=2.2lbs NOTE: The drawings are not full scale on purpose. This will avoid the temptation you may have to measure the drawing, or check the parts against them. This could lead to inconsistencies as paper shrinks and expands with humidity and size variation occurs with printing. Also: The number of rivets is given in digits (so is the pitch spacing between holes); NEVER COUNT THE + MARKINGS ON THE DRAWINGS
Corrosion protection where applicable and on all steel parts. Do all rivets squeeze the matching parts tightly? No burrs in between? Proper edge distance? Are all items safety-tied as required? (Cotter pin, locking wire, etc ...). Are the bolts tight and of correct length?
CONSTRUCTION STANDARDS
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ABBREVIATIONS
6061-T6 aluminum alloy - heat treatment 4130 steel alloy (N normalized, A annealed) AD solid rivets (hard) AN / MS aircraft hardware (army navy / military standard) A3 Avex blind rivet 3/32 diameter aluminum rivet A4 Avex blind rivet 1/8 diameter aluminum rivet A5 Avex blind rivet 5/32 diameter aluminum rivet AS5 Avex blind rivet 5/32 diameter stainless steel rivet (these rivets have domed head, use a flat nose piece on the riveter) AWG American wire gauge CH CL CG dl DWG e EXT F.95 HL H.T. I/B LE L l Chris Heintz aircraft center line center of gravity developed length drawing edge distance extrusion flanged lightening hole 95mm diameter Hinge Line horizontal tail Inboard Leading Edge left (capital L, sitting in aircraft facing forwards) length (small l)
CS #003
FRWD MAC mm NPT O/B OD Plcs P/N QTY R R1/4 R12 REQD S.L. S.S. STOL STN t TD V W/ XL Yu Yl forward mean aerodynamic chord millimeters national pipe thread outboard outside diameter (tube) places part number quantity right (sitting in aircraft facing forwards) or R1/8 or R3 bend radius edge distance radius (see CS#101) quantity required nylon self locking nuts AN365 stainless steel short take off and landing station material thickness in thousands of an inch tail dragger voilure (wings) drawing 7-V-0 with Zodiac CH 601 XL coordinates to upper curvature coordinates to lower curvature
SYMBOLS
~ # < > +/& x approximate inches t=.025 hole diameter, drill bit size 3/16 number, #30 drill bit less than less than or equal greater than greater than or equal degree, 90 tolerance and multiplication (times)
TERMINOLOGY
Fairlead: wear resistant plastic material (nylon) to guide control cables through airframe. No rivet zone: indicates an area where holes will be drilled later through an overlapping part at a later time. Pitch: maximum distance between rivets along a rivet line. Web: flat surface between flanges (spar, ribs, and channels).
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CS #100
WORKING TOLERANCES: Follow the dimensions indicated in the drawings as closely as possible. You are building a well designed light aircraft and not a jet airliner. Use common sense (for example it is easier to remake a spar which is 1/8" (3mm) too narrow than to start altering all the ribs and other parts which have to fit to the spar; besides the structural integrity, the flying characteristics and the performances may be adversely affected...) Try to achieve an accuracy of: 1/64" (.5mm) on spar and rib heights, 1/16" (1.5mm) on all other parts 1/8" (3mm) on the various assemblies and rivet spacing.
For drilled holes, the applicable tolerances are automatically provided when using the tools correctly. There are only a very few close tolerances to be respected. They are only common sense and shown on the drawings. Do not let yourself be discouraged with anyone else's differing opinion, or by reading too much... SHEET METAL JOINTS: The skins overlap on top of each other. The drawings show the suggested position and rivet pitch of the sheet joints:
Rivet lines: Use soft tip marker. NEVER USE A SCRIBE! Berol
China marker (grease pencil), or Col-erase Pencil (color pencils) can also be used.
Mark the rivet line on the rib flanges, use a marking gauge: Lay out the rivet pitch (spacing between holes) shown on the drawings. The drawings provide either the rivet pitch, or the number of rivets. Marking gauge
After drilling, the parts are temporarily held in position with 'clecos'. Use the clecos as you drill an assembly together. When everything fits, disassemble, deburr the holes, apply corrosion protection, reassemble and rivet. When there is a choice, the original rivet head should be on the side of the thinnest part, or the outside of the aircraft.
Draft Edition (03/22/11) 1985 2011 CHRIS HEINTZ
CONSTRUCTION STANDARDS
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EDGE DISTANCE Rivet Holes: Standard edge distance for A4 and A5 = 10mm.
CS #101
Bolt Holes: Minimum edge distance, Rmin, AN-3 through AN-8 bolts in 6061-T6 and 4130:
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CS #102
DRILLING: Compact electric drill (Approx. 2000 RPM) fitted with a rubber washer or rubber hose on drill bit shank (prevents damages to metal). BOLT HOLES Unless otherwise specified, bolt holes have the standard drill tolerance as follows:
Only when reaming is specified on the drawings, the hole tolerance up to 20mm diameter (3/4) is +.04mm -.02mm DIMPLING performed only up to and including t=1.0mm (0.040)
MACHINE COUNTERSKING: For material thickness t 1.2mm (0.047) and extrusions (unless otherwise specified on the drawings).
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CS #103
DE-BURRING: Using a drill bit to deburr thin material has tendency to countersink the hole, on the other hand, deburring with the flat side of a file can have a tendency to draw the edges of the hole: however, when using a numbered drill, the hole will be drilled oversize so it will not be necessary to force the rivets in the holes. It is unusual for a drilled hole to leave fracture marks around the hole. The purpose of deburring is to assure contact between the parts: to remove burs that have accumulated between the parts.
CORRECTLY DE-BURRED
COUNTERSUNK
EDGE FINISH Sheet metal is cut with shear, snips, saw etc. As a general rule all primary structural tension members (i.e. structure subject to tensile stress in normal operation, wings spar caps, horizontal and vertical tail spar caps, fuselage longerons) shall not show the cutting mark: these are removed by lengthwise abrasion (body file, etc.) Shear marks, (not saw marks) are acceptable on torsion and/or shear members and other secondary structural members. On thicker sheets and plates shear marks are acceptable when a 100% visual inspection does not detect cracks (example: control horns, etc.) Ends: Stringers, Stiffeners, Brackets and Angles:
or
or
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RIVETING: A4 & A5
CS #104
The blind rivets are set with a hand riveter or pneumatic riveter, machined with customized heads (nose piece) - it is easy, fast and quiet. They are used with access from one side only (no dolly or bucking bar is needed). On the drawings; they are designated A4 and A5 and require minimum shear strength of 110 and 180 pounds respectively. The recommended rivets A4 and A5 (and supplied in the kit) are the Avdel "Avex blind rivet. They have shear strength of 130 and 220 pounds respectively (stem removed). These aluminum rivets are corrosion resistant, they are multi-grip (you do not need many lengths for each diameter), and the stem is locked in (does not fall out). The flush countersunk Avex rivet type A4 and A5 supplied in the kit need a specially machined head piece on the puller to get a low, protruding rounded head:
Zenair Denomination A4 A5
To modify the riveter head: The objective is to bring the outer edge of the rivet down on the skin; the most effective is when the machined diameter of the nose piece is equal to the diameter of the rivet head. This will require two different size riveter heads, one for the A4 and another for the A5. The machine depth is the distance from the sheet to the top of the rivet head; check the depth by pulling some rivets: if the nose piece marks and leaves a ring on the sheet then it is too deep; simply file the nose piece down. If there is a gap between the edge of the rivet head and the sheet then the nose piece is not deep enough. Expect the standard (flat) riveter head (nose piece) to have been tempered by the manufacturer. Before it can be machined, de-temper (soften it) by heating it up with a blow torch until it glows. Let it cool off and proceed to machine the head. With aluminum rivets, it is not necessary to do any additional heat treatment to the nose piece.
CONSTRUCTION STANDARDS
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CORROSION PROTECTION:
CS #105
The CH aircraft have been designed to minimize corrosion as much as possible through the use of available materials (use of corrosion resistant 6061 alloy, no materials with large electro-potential difference in contact, etc.). If aircraft is based near the sea (salt or Na = sodium) or in a severely polluted industrial area (acid rain) the interior of the structure should all be primed with Zinc-Chromate primer or other equally effective primers after first degreasing the surface. This should obviously be done before riveting the various parts together. When applying corrosion protection, the minimum application is to cover the rivet line where parts are riveted or bolted together (such as the overlap of the rib flange with the wing skins). Covering the complete part takes a little longer and adds additional weight; however, it will give a more uniform protection. When to apply corrosion protection In the kit, the parts are supplied in the bare state; they have not been treated with a corrosion inhibitor: during storage keep the parts in a dry environment at all times. First drill and cleco the parts as shown in the drawings, disassemble, and deburr. Apply the primer on the internal structure and let dry completely. The traditional method is to apply Zinc-Chromate primer on the individual parts. Metal preparation for before priming Gently scuff up the surface with a Scotch-bright general purpose hand pad 3M product P/N 7447+ (plastic pad similar to pad on back side of some sponges found around the kitchen!) do not use steel wool. De-grease the surface with a solvent on a clean rag, such as lacquer thinner. Apply the primer on both matting surfaces, let dry, then cleco the parts together for riveting. Only apply the primer on the inside surfaces, the primer may not be compatible with the top coat or paint! Zinc-Chromate (Zn-Cr) primer Read all safety labels: in some States Zinc-Chromate is prohibited. Zinc-Chromate primer is still readily available by mail order from most aircraft suppliers. It comes in a concentrated paste much too heavy to brush on. You can either use the recommended solvent or simply use lacquer thinner as a reducer. With a spoon, scoop some out into another container, add solvent, and stir to dissolve the paste. Use a 2" bristle paint brush to apply the primer on the parts, if the solution looks too light, add in some more of the paste: all that is required is a thin coat of uniform color. Avoid a thick heavy coat that can also become brittle and flake off! A single application is applied to each part; let it dry completely before assembly. Brushing the primer on the parts is one way to avoid breathing over-spray or vapors that may otherwise be associated with spraying! OTHER NEWER APPROACHES / ALTERNATIVES Cortec: An alternative to Zinc-Chromate is Cortec VCI 373; this is a water based primer to treat the internal structure. This product lends itself to spraying with HVLP spray equipment. Corrosion X System: tel: 800-638-7361 An alternative to applying primers is Corrosion X System, this is sprayed after the sections are assembled to wait until the entire plane is built and spray corrosion resistant oil on the internal parts. The oil finds its way through all the seams and holes.
CONSTRUCTION STANDARDS
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TWIST TOLERANCE: Elevator, Stabilizer: designed with zero twist Max twist = 1 degree
CS #106
CONSTRUCTION STANDARDS
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CS #200
POSSIBLE ALTERNATIVE:
MATERIAL / SPECIFICATION
DO NOT USE
6061-T4 7075 series 6063-T6
6061-T6
QQA 250/11
QQA250/4
STEEL PLATE
4130
AISI 1025
4130N
Low carbon steel Mild steel AISI 8630 MIL-S 18728 6061-T6 QA 225/8 2024-T3 2024 T4 2011-T3 QQA 225/6 QQA 225/3
EXTRUSIONS
6061-T6
QQA 200/8
6061-T4 6351-T4
DRAWN TUBE
6061-T4 6351-T4
AISI 8735 to MIL-T 6733 AISI 4140, AISI 8740 etc. WW-T 700/6 MIL P-25995 pipes 5052-0 (fuel lines only)
Note: Specs. Updates, and/or equivalent specs are acceptable. Firewall: Any galvanized, low carbon steel is suitable. US std. gauge for sheet steel: gauge 26 = .46mm = .0187 Fiberglass Fairings use parts supplied by manufacturer. (Fairing: polyester + fiberglass) Windshield, Windows, and Canopy: acrylic and polycarbonate
Draft Edition (03/22/11) 1985 2011 CHRIS HEINTZ
CONSTRUCTION STANDARDS
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CS #201
MECHANICAL PROPERTIES
CONSTRUCTION STANDARDS
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CS #202
Steel parts: When steel is specified on the drawings, standard carbon alloy or mild steel, is suitable.
CONSTRUCTION STANDARDS
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WELDING ROD
CS #203
STEEL
4130N use normalized chrome-moly steel. After welding, let cool down in calm air (not a draft).
- Stainless steel (for exhaust manifold) AISI 321 (or equivalent 18-8 chom-nickel Weldable alloy, such as AMS 5510 etc., ASTM-A 167, etc, ASME-S 167, etc, Or MIL-E 1993, etc., or AISI 304, etc.) ALUMINUM
WELDING: Unless you are a pro, have the welded parts welded professionally. Use electric or gas welding for 4130N and steel, TIG for the aluminum Fuel tanks. HEAT TREATMENT: Heat treatment is not a homebuilders technique. Zenair aircraft have been designed so that no heat treatment is required by the builder.
CONSTRUCTION STANDARDS
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CS #300
The following system has been adopted in the absence of a general metric tolerance system, together with the specific tolerances of the CS and drawings where applicable. Tolerance for length, for shearing or cutting sheets metal and extrusions:
CONSTRUCTION STANDARDS
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BEND RADIUS
CS #301
Bending brake:
Press brake:
CONSTRUCTION STANDARDS
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CS #302
Note: 1.5mm (0.060) is readily obtained in production and visually checked without precision measuring equipment.
Built up assemblies:
Angles:
CONSTRUCTION STANDARDS
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BENT STRAIGHTNESS
CS #303
In addition to the tolerances given in CS #300, CS #301, and CS #302 the following tolerances apply:
CONSTRUCTION STANDARDS
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CLOSE TOLERANCE - MAIN WING SPAR & RIB HEIGHT Close tolerance Where required, dimensions marked in a box XX. X have a maximum acceptable tolerance of +/- 0.3mm The built up wing spar has the following maximum acceptable tolerance:
CS #304
Rib height at the spar (to avoid waviness on wing and tail surfaces)
CONSTRUCTION STANDARDS
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CS #305
The holes F.51, F.65, etc. are cut out to the flycut diameter, then flanged with the following tools:
Carbon steel flanging die (male & female): finish with Emory cloth, R=2mm
Above: Flanging dies. Left: Flange hole in sheet. Place the cut out sheet on the female die, insert the male die (self-centering) and use any press to create the flange (even a 3/4" bolt and two plates, or a heavy vise will do a good job on the relatively thin sheet metal used).
CONSTRUCTION STANDARDS
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CS #306
Crimps:
The drawings specify the forming blocks. Clamp the rib blank between the two corresponding blocks with " bolts. The flange should protrude evenly. If there is more than 2 mm variation, start over again and be more careful. With the mallet, hammer the flange over. Leading Edge Flange:
At the leading edge of the rib, a small flange to position the profile LE radius and provide a stop to diagonal buckling. Crimping tool for "corrugating" the flanges:
Finishing the Ribs: With a Bucking bar (rounded and filed edges) and plastic face hammer straighten out the flange nicely in-between the crimps. Add or remove to a crimp depth to flatten the rib web. Then add the lightening holes. Zenith Aircraft Company
www.zenithair.com Draft Edition (03/22/11) 1985 2011 CHRIS HEINTZ
CONSTRUCTION STANDARDS
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CORNER RELIEF CUTOUT Cut outs to be bent require a corner relief hole or radius.
CS#307
CONSTRUCTION STANDARDS
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BLIND RIVETS
CS #400
AF4 and AF5 are set with a flat nose piece on rivet puller (flush head, countersunk or dimple material at 100degrees, same as AN426 rivets). A4 and A5 have a low-protruding round (domed) head formed with the special nose on the riveter tool, see CS #104. Note: The original head of the rivet is used on the outside of the aircraft, and/or the thinnest material side for material thickness t 1.0mm unless otherwise specified. For t > 1.0mm, it is left to the choice of builder.
CONSTRUCTION STANDARDS
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CS #401
CONSTRUCTION STANDARDS
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CS #402
SOLID SHANK 2117 (AD) RIVETS: Are set in the T3 (or T4) condition, with a rivet press, hand pneumatic riveter, etc. at the choice of the manufacturer. - The drill diameter and hole tolerance is given on CS #102 - The length of the rivet is chosen to meet the acceptable set rivet dimension on CS #403 As a rule of thumb:
All AD (and only AD) rivets have a small dimple in the center of the original head (its purpose is for identification, but is very handy to center the drill when drilling out is required!)
Nominal single sheet strength The minimum thickness t, is given for an ultimate bearing strength of 47 kg/mm (67Ksi) for 6061-T6 with e/d=1.5. It is the minimum thickness at which the nominal ultimate shear strength of the 2117-T3 rivets equals the tear-out strength of the sheet metal with an edge distance of 1.5 (=e/d)
CONSTRUCTION STANDARDS
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CS #403
CONSTRUCTION STANDARDS
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CS #404
CONSTRUCTION STANDARDS
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BOLTS
CS #405
The drawings specify the usual North American airframe bolts type AN or MS 3 through 20, which have a minimum tensile strength of 88 kg/mm (125ksi) and a shear strength of 53kg/mm (75 psi). They may be replaced by any equivalent standard bolt (see CS#406) To be consistent with the AN denomination the following applies:
Following table is based on Ftu = 88kg/mm (125 ksi) Fsu = 53 kg/mm (75ksi) Fsu = Ftu/1.66
Note: The actual strength of the bolt joint is a function of the material characteristics (bearing, shear strength) and geometry (edge distance, e/d, thickness, t, etc) similar to the riveted joints. Zenith Aircraft Company
www.zenithair.com Draft Edition (03/22/11) 1985 2011 CHRIS HEINTZ
CONSTRUCTION STANDARDS
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AIRFRAME BOLTS
CS #406
- Minimum: no washer under the head, one washer under the nut. - Maximum: one washer under the head, three washers under the nut - Minimum: Two threads protruding over the locknut.
CONSTRUCTION STANDARDS
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CS #407
Drag torque: Run the nut down to near contact with the washer and check the friction drag torque required to turn the nut. Add the drag torque to the desired torque. This is referred to as the final torque which should register on the indicator or setting on the torque wrench. These torque values are derived for oil-free cadmium-plated threads, and are recommended for all installation procedures. They are not to be used for checking tightness of installed parts during service. When using AN310 and AN320 castellated nuts where alignment between bolt and cotter pin holes is not reached using normal torque values, use alternative torque values or replace nut.
Ref. Table for AN 365 nuts on AN-3 to -8 bolts, dry (not oiled) threads refer to Chapter 7 section 3 of AC43.13-1B
CONSTRUCTION STANDARDS
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CS #408
CONSTRUCTION STANDARDS
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CS #500
CONSTRUCTION STANDARDS
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Cables
CS #501
Cables should be tensioned using a properly calibrated tension gauge. Read and follow the instructions provided by the tension gauge manufacturer to ensure the proper tension value has been achieved. See the aircraft drawings for specific cable tensions. Control cables are prone to stretch over time therefore the cable tension should be checked on a regular basis. Check the cable tension after the first flight, at 25 hours, 50 hours, and during each annual inspection thereafter to prevent the control cables from becoming loose.
Push Rods
CONSTRUCTION STANDARDS
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Rod Ends
CS #502
Rod Ends CW-5-12 or equivalent should be used on the end of control rods. A witness hole should be drilled through the rod end at least 10mm from the bottom of the rod end and threads should be visible through the witness hole. A Jam Nut, AN316-5R, should be installed and tightened against the rod end to prevent the rod end from unintentionally turning on the threaded rod.
If necessary, bushings should be installed to prevent the rod end from binding against the attached part.
Piano Hinge
CONSTRUCTION STANDARDS
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CS #503
1) A bolt subject to rotation is defined as a bolt whose shank can rotate on its bearing surface during operation of the airplane:
2) A bolt which clamps a bushing to a fixed parts is not a bolt subject to rotation NOTE: That in this case the outside of the bushing, not the bolt, is the fixed bearing surface of the rotating part
CONSTRUCTION STANDARDS
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CS #602
Scratches: a) Spars and longerons: All transverse scratches and nicks must be removed by filing and sanding lengthwise. b) All other parts: Unless deep, scratches will not reduce the fatigue-life of the structure
Especially IMPORTANT: Any scratch and/or nick must be removed from the spars and fuselage longerons by filing and sanding LENGTHWISE.
CRACKED PARTS: Replace every part which reveals cracks after manufacturing. Cracks may occur when bending with too small of a radius (R<3 x t), forgetting to sand the edges smooth, mishandling (tool or other marks). Cracks On all parts an acceptable way to remove a nick or a crack, is lengthwise filing and check to following tolerance:
CONSTRUCTION STANDARDS
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CS #603
Replacing rivets: Rivet replacing applies to solid and/or blind rivets When the rivets are outside the specified tolerance and cannot be reset in a satisfactory way, they are drilled out, the hole tolerance may need checking, and new rivets are set. DRILLING OUT RIVETS: - Use the same size drill bit as the original hole (#30 for A4) - Carefully drill off the rivet head (remove rivet head from drill bit). - Turn the drill by hand (or apply short power bursts on the trigger) to push the remainder of the rivet out. - For blind rivets, check that the drill bit does not made contact with the steel mandrel in the rivet, this could cause the drill bit to slide and elongate the hole. - When the hole tolerance is unacceptable, the next larger size rivet is used. Edge distance: With oversize rivets, the distance e is the original value as specified on the drawings. NOTE: Check the edge distance on the larger rivet is greater than 1.5 x rivet diameter.
Rivets replaced by bolts When rivet(s) have to be replaced (or added) and it is questionable if the rivet(s) can be set correctly and/or easily, the rivet(s) may be replaced by bolt(s). Use AN3 bolts Cherry rivets may be used to replace the rivets specified on the drawings.
Adding rivets When changing the rivet or going to the next size up is not practical or possible, the unacceptable rivet is left as is and one additional rivet is set in the same rivet line or pattern, at a distance of minimum 3d, measured from the center of the bad rivet to the center of the new hole, and a maximum x pitch from the defective rivet. make sure the additional rivet has also acceptable edge distance. If required (insufficient edge distance, thin sheet metal buckling, etc) additional rivets may be drilled and set between the standard rivets as per drawings. Use the same diameter and type of rivets. Note: Minimum edge distance = 1.5 x rivet diameter. Minimum spacing between rivets = 3 x rivet diameter.
CONSTRUCTION STANDARDS
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CS #604
It may be necessary on the skins (wings, control surfaces, and fuselage) to add joints for manufacturing and/or repair purposes. The use of several smaller skins instead of one large skin as shown on the drawings is acceptable when: - The skins are of the same thicknesses or thicker, - They overlap a stiffener, rib, bulkhead, etc with the correct edge distance for the fasteners, - The largest rivet size and the smallest rivet pitch of the adjacent panel edges are used on the new joints (unless otherwise authorized by the designer). When in doubt, use common sense: use the thickest skin, the largest rivet diameter and the smallest pitch!
INSPECTION PANELS (ACCESS HOLES) Box cutout with L angles. Rivet or use nutplates to secure cover.
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SHIMMING The maximum allowable shim thickness is equal to the fastener diameter. Example: Fastener is AN4 bolt: Max shim thickness =
CS #605
When and where required, shims may be used to obtain a good fit and/or finish between parts which do not match perfectly. DOUBLERS ANGLE DOUBLER: When the original flange is too short, there are missed drilled holes in the flange (part was installed upside down); an angle doubler may be used when: - the thickness of the doubler is equal to the thickness of the doubled part - the rivet pitch specified in the drawings is maintained
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This present edition of the Construction Standards (CS) is a second draft. We hope that it is a useful resource in building, maintaining and/or repairing your Zenair light aircraft. We would like to hear your comments about this draft, and suggestions on how we can improve this manual in future editions. Please use the space below for your comments and suggestions:
Thank you for your feedback. Please return the completed form to: Construction Standards, Zenith Aircraft Company, PO Box 650, Mexico, MO 65265-0650 USA Email: info@zenithair.com
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