H & L Auto Welding: Inside Philadelphia’s Trusted Exhaust & Auto Welding Shop
A complete guide to H & L Auto Welding in Philadelphia: services, hours, prices, reviews, exhaust welding legality,…
READ ARTICLE →Read a welding blueprint by walking it in four passes: first the views, scale and title block so you know what the object is; then the welding symbols so you know where the metal gets joined; then the dimensions and tolerances so you know how big it must be and how close it must fit; then the notes and specifications so you know what alloy, what process and what code the shop is working to. That order is how a certified inspector works a drawing, and it is roughly how I was taught to read my very first print during a stair-steel job in my second year of apprenticeship. The foreman slapped a folded sheet on the layout table, tapped a cluster of small triangles near a gusset, and said, “Full fillet, three-sixteenths, both sides, stagger at two-inch pitch. Cut, fit, and don’t ask me twice.” I had no idea what any of it meant. Nobody is born reading drawings. The symbols look like hieroglyphics the first week and plain English by the third month, once somebody shows you the grammar underneath them. That grammar is what this guide is about. If you can read the sentence “quarter-inch fillet, six inches long, on the arrow side only,” you can read ninety percent of the weld callouts you will ever meet on a shop floor. The rest is detail work: scale conversions, tolerance math, material grades, position codes, and the little flags and tails that modify the callout. Welding blueprints, also called fabrication drawings or weldment prints, are the written contract between the engineer who designed a structure and the person who has to fuse it together. They carry the weld types and sizes, the joint details, the material grades, the machining allowances, the inspection requirements and the sequencing of assembly. Missing one line on a print is how you end up welding a bracket on the wrong face, or welding a seam that the machinist needed to reach first. The stakes are real: a misread drawing can scrap a $2,000 plate, delay a crew for a day, or put a load-bearing joint in service with the wrong weld size. In this article we will go through the whole skill set, start to finish, the same way I would train a helper who just got hired into a structural shop. You will learn the anatomy of a drawing sheet, the parts of a welding symbol, the basic symbol shapes, how dimensions and scale work, how tolerances and fit-up gaps are called out, how materials and processes are specified on paper, the position and code notations you will run into, and a full walkthrough of a real bracket print. We will cover the mistakes that burn new welders and a practice routine you can start tonight. By the end you should be able to pick up a shop print, explain it out loud to another welder, and weld to it without a single guess.
A welding print is an instruction manual drawn to scale. It answers a fixed set of questions, and it answers them with geometry instead of paragraphs. When you open a print you are really asking five things: What is this thing? How big is it? What pieces make it up? Where exactly do the welds go, and how big are they? And what has to be true about the metal and the process before the arc ever starts? Every mark on the sheet exists to answer one of those questions. Once you sort the marks into those five buckets, a dense drawing stops feeling like noise and starts feeling like a checklist.
People mash these together in conversation, but on a real job package they arrive as separate documents, and each one carries different authority.
When a print shows a fillet symbol with a WPS number in the tail, the drawing is pointing at the procedure. When the print’s notes say “weld per AWS D1.1, all welds 100% visually inspected,” the drawing is pointing at the code. Reading the print means noticing those pointers, not just the triangles.
Strip away the graphics and every single welding symbol on every print answers three questions in a fixed order. Which side of the joint? The arrow and the position of the symbol above or below the reference line answer that. What kind of weld? The symbol shape answers that: fillet, square groove, bevel, V, and so on. How big and how long? The numbers written around the symbol answer that. Size sits to the left of the symbol, length sits to the right, and pitch follows the length after a hyphen. Learn that little sentence and you can decode a callout faster than you can find the coffee pot. A symbol that reads with a 1/4 to the left, a 6 to the right, and a hyphen then a 12 means a quarter-inch weld, six inches long, repeating every twelve inches. Nothing on that reference line is decorative. Every mark carries instruction, and the day you start reading them as a sentence rather than a picture is the day prints stop intimidating you.
Quick Note: Keep a folded welding symbol chart in your toolbox for the first few months. Not because you will need it forever, but because checking a chart on purpose builds faster recall than squinting at a symbol and guessing. Most welders stop needing the chart within a month of daily print work.
Shops do not hand out weld tests to strangers without knowing you can read. The reason is economics. Scrap metal, rework and recall welds all cost real money, and almost every one of them starts with a misread print rather than a bad arc. A structural shop I worked in ran a simple hiring test: a one-page drawing of a small welded frame with six callouts, a couple of detail bubbles and a note block, and a stack of steel. You had an hour to fit it. The welding itself was deliberately easy, thirty-minute fillets on quarter-inch plate. What separated the candidates was whether they caught the tolerance note on the hole spacing and the “do not weld within one inch of the machined face” instruction in the corner. Half the applicants never saw those lines. The ones who did got offers.
Reading prints is also how you keep yourself out of trouble with the inspector. Visual inspection is the most common acceptance check on any job, and the inspector reads the drawing before they look at your bead. If the print calls for a half-inch fillet and you laid a three-eighths, that is a reject regardless of how pretty the ripples look. If the drawing says weld all around and you welded three sides, you are back with a grinder. The American Welding Society publishes the symbol standard most shops use, and AWS certification programs for welding inspectors are built around reading drawings exactly this way; you can read more about their certification structure on the American Welding Society site. Knowing the standard is not academic. It is the shared language that lets you and the inspector look at the same joint and reach the same verdict.
One memorable screw-up from early in my career involved a set of eleven motor mounts. The print showed a welded angle bracket with a slotted hole on one flange and a weld symbol with the arrow pointing at the short leg. I read the symbol correctly. I read the orientation wrong. I mirrored the bracket while cutting and drilling, so all eleven parts were perfect twins of the drawing instead of matches to it. The welds were beautiful. The parts went in the scrap bin. The fitter who caught it did not say a word; he just flipped the drawing upside down next to my part and let the mismatch talk. That lesson cost a day of labor and stuck harder than any lecture: orientation is part of the instruction. When a print gives you a plan view, a front view and a side view, those views exist so you can confirm which face is which before you tack anything. Read all of them. Rotate the part in your head. Only then strike an arc.
Short Note: If a print only shows one view of a part that clearly has depth, look for a section cut or a detail bubble. If neither exists, that is a legitimate reason to ask the shop supervisor before cutting, not after.
Before you touch a single weld symbol, take five minutes to walk the sheet itself. Prints are laid out the same way across most of the industry, and once you know where to look, useful information jumps out instead of hiding. A standard sheet has a border with zone markings, a title block in the lower right corner, a revision block above it or in the upper right, a notes column, and then the views themselves filling the middle. Some sheets carry a legend or an abbreviation list in a spare corner. Fabrication shops sometimes add a cutting layout or a bill of materials in a side panel. Walk those regions first. It is the difference between reading a book by skimming the chapter titles and diving into paragraph four.
The title block is the print’s ID card. It normally carries the part name and number, the company that drew it, the sheet size, the scale, the units (inches or millimeters), the drawing number, the date, and the revision letter or number. That revision field matters more than people expect. Shops print drawings and leave them on benches for weeks; a revision update means the geometry or the notes changed, and the old sheet is now a trap. On jobs with controlled document packages, the revision block lists what changed in each version, sometimes as short as “gusset thickness changed from 1/4 to 3/8” or “weld size at detail B reduced to 1/4 fillet.” Always confirm you are holding the current revision before you cut. The scale notation in the title block is the second critical item: it tells you what one inch on paper represents in steel, and everything about measuring off the drawing flows from it.
Pro Tip: When you pick up a print, circle the revision letter with a pencil and check it against the traveling revision log or the shop’s document binder. Ten seconds of checking has saved more than one crew from fabricating to obsolete geometry.
The main body of the drawing carries the orthographic views: plan (top), front elevation and side elevation, arranged in standard projection. Those views show overall shape and hole locations. When a corner of the part has too much going on to dimension cleanly, the drafter draws a detail: an enlarged view of that corner, usually labeled with a letter or number in a bubble, and a matching bubble on the main view pointing at the area being enlarged. Details are drawn at a larger scale than the sheet, such as 1-1/2 inches to one inch, and the detail’s own scale is stated inside it. Section views cut the part with an imaginary plane and show what the inside looks like, hatched with diagonal lines to indicate solid material. Section marks (a short heavy line with arrows showing the cut direction) tell you where the cut was taken. Between details and sections, the drafter solves the problem of showing a weld joint that is physically buried inside an assembly. When you see a weld symbol in a detail view, remember that the arrow in that detail refers to geometry in the detail, not necessarily to the same arrow on the main view.
Weld symbols can appear in any of these views. A symbol on the plan view places the weld along the whole run shown; a symbol inside a section shows the weld’s cross-section placement; a symbol in a detail magnifies the callout so small features get clear instructions. The symbol grammar is identical everywhere. Only the geometry it points at changes.
Every welding symbol on every print is built from the same skeleton, and the skeleton is defined by AWS in the standard AWS A2.4, which covers welding, brazing and NDT symbology. Memorize the four parts and you can approach any callout with confidence.
This is the single most useful concept in symbol reading, and it trips more apprentices than any other. The arrow touches one member of the joint; that member’s side of the joint is the arrow side. The opposite side is the other side. A weld symbol placed below the reference line applies to the arrow side. A weld symbol placed above the reference line applies to the other side. Symbols on both lines mean weld both sides, and the two symbols do not have to match: a common callout is a bevel groove on the arrow side with a fillet on the other side, which is exactly how you make a single-bevel T-joint with a reinforcing fillet on the back.
The rule holds no matter which way the arrow swings or which end carries the tail. The horizontal reference line never changes meaning; only the symbol’s position on it changes. One practical consequence: the arrow does not have to point at the weld. It points at the joint. On a corner joint, the arrow may land on the plate that will be ground, while the weld itself lands on the other plate. Read position first, then shape.
Important: Some symbols have no side significance and may be drawn on either line, but you should never assume that. Read every symbol as side-specific until a note or legend tells you otherwise. Guessing “it looks symmetrical” is how welds end up on the wrong flange.
The vocabulary is smaller than it looks. The AWS chart carries a couple of dozen shapes, but a working welder meets about eight of them weekly and the rest occasionally. Here is the working set, with what each one tells you to do.
| Weld type | Symbol shape | What it means on the print |
|---|---|---|
| Fillet | Right triangle | Triangular weld joining two surfaces at an angle, typically T-joints, lap joints and corner joints. Size is the leg length unless a throat dimension is specified. |
| Square groove | Open rectangle on the line | Butt joint welded straight from the edges with no edge prep, common on thinner plate. |
| V-groove | V shape | Both edges beveled to form a V. The included angle is written beyond the open end of the V. |
| Bevel groove | One straight edge, one angled edge | Only one member is prepared. The arrow points at the member to beveled. |
| U-groove and J-groove | Curved profiles | U or J shaped edge prep on heavy plate where full penetration is required with less deposited metal than a wide V. |
| Flare-V and flare-bevel | Half-round flares | Welds on the rolled or flame-cut edges of rounded members, such as tube-to-plate joints. |
| Plug or slot | Rectangle (same shape, different hole) | Weld fills a round hole (plug) or an elongated hole (slot) in one member to join the member behind it. |
| Spot | Circle centered on the line | Discrete welds between overlapping sheets, usually resistance spot welding or arc spot welding. |
| Seam | Circle with two lines through it | Continuous line of overlapping spots made with roller electrodes; the leak-tight version of a spot pattern. |
| Surfacing | Stacked rectangle on the line | Deposit a layer of weld metal on a face for wear or build-up, not to join anything. |
Double welds are shown by drawing the symbol on both sides of the reference line. A double-V groove is two V symbols mirrored across the line, and a double fillet is two triangles. When you see that, the welder runs passes from both faces of the joint.
Supplementary symbols ride on the same reference line and change the instruction rather than naming a new weld.
Supplementary marks are where prints hide extra work. A flag means somebody straps a hood into a lift. A melt-through note means the back side gets looked at and possibly ground. A grind-flush requirement means extra minutes nobody budgets until the inspector points at the symbol.
Quick Note: When a symbol carries both a flag and a finish mark, the field weld happens first and the finishing requirement still applies on site. Carry the grinder and the grinding wheel with the crew, or the job stalls waiting for tools.
The shape tells you what to weld. The numbers tell you how much. Placement rules are consistent enough to memorize in one sitting, and once memorized you can read dimensions without a chart.
| Number position | What it is | Example reading |
|---|---|---|
| Left of the weld symbol | Weld size (fillet leg, groove depth, hole diameter) | 1/4 with a triangle = quarter-inch leg fillet |
| Right of the weld symbol | Length of the weld | 6 = a six-inch continuous weld |
| Right of the length, after a hyphen | Pitch (center-to-center spacing) of intermittent segments | 2-6 = two-inch welds every six inches |
| Inside the groove symbol | Root opening between the members | 1/8 inside a V = eighth-inch gap at the root |
| Beyond the open end of the groove | Groove angle | 60 inside a V = 60-degree included angle |
| Left of a plug or slot symbol | Hole diameter or slot width; depth of fill goes inside the symbol | 5/8 hole diameter, filled full depth when no depth of fill is shown |
| Left of a spot or seam symbol | Weld diameter or strength; number of welds often in parentheses | (8) = eight spot welds called for in that pattern |
Two rules clear up most confusion. First, omitted means full: no length after a symbol means the weld runs the full length of the joint shown, and no depth inside a plug symbol means fill the hole completely. Second, size and throat are not the same thing on fillets. A 3/8 fillet called by leg size has a theoretical throat of about 0.27 inches, because the throat is the leg times 0.707. Engineering calculations often work from throat area, so when a print specifies throat size it usually marks it with a parenthetical note or a specific callout. Know which one you are welding to, because a leg-size fillet and a throat-size fillet at the same nominal number are different welds.
Intermittent welds are common on sheet and light framing to control distortion. Read the pitch as center-to-center, not as the gap between welds: 2-6 means a two-inch segment, then four inches of open joint, then another two-inch segment, because the six inches is measured from the start of one segment to the start of the next. Chaining versus staggering is shown by whether symbols appear on both sides of the reference line in a staggered pattern or on opposite lines for alternating sides.
The tail is the print’s margin note. Common contents: the process abbreviation (SMAW, GMAW, GTAW, FCAW, RSW for resistance spot), a WPS or procedure sheet number, a reference to a detail or standard, or an instruction like “weld after machining.” Reading the tail matters because it overrides defaults. A fillet symbol with GTAW in the tail on stainless steel is telling you the shop wants tungsten inert gas, not stick, no matter what the surrounding welds use. A WPS number is the doorway to the actual parameters: the American Welding Society’s structure for procedure and performance qualification is described in their published standards, and the WPS itself will list the amperage band, electrode classification and gas mix that the print’s author expects. When a tail references a WPS you have not seen, get a copy before you weld. The print tells you what; the procedure tells you how, and both are contract documents.
Pro Tip: Write the WPS number on your job ticket when the tail references one. If an inspector later asks what procedure produced a weld, having the number in your own handwriting turns a scramble into a ten-second answer.
Weld symbols make full sense only when you tie them to the joint geometry underneath. The AWS framework recognizes five basic joint types, and every welded connection on a print is some arrangement of them.
| Joint type | Geometry | Typical weld symbols used |
|---|---|---|
| Butt joint | Two members edge-to-edge in the same plane | Square groove, V, bevel, U, J, double variants |
| T-joint | One member meets another at roughly 90 degrees forming a T | Fillet, bevel or J groove when penetration is required |
| Corner joint | Members meet to form an L or corner | Fillet, lap-style groove, single-V on the outside corner |
| Lap joint | Members overlap | Fillet on one or both edges, plug or slot through holes |
| Edge joint | Edges of two members aligned side by side | Flare, square groove, edge weld symbol |
The joint type drives your fit-up, your position and often your process. A butt joint in quarter-inch plate might get a square groove with a 1/16 root opening and a TIG root pass; the same plate in a T-joint gets fillets, which tolerate looser fit-up. Corner joints on box sections are where distortion shows up worst, because the weld shrinks on one side of an open shape and pulls the corner out of square.
Watch for a specific pattern: groove symbols point at prepared edges, fillet symbols point at corners. On a butt joint the symbol will be some groove variant, and the arrow’s placement tells you which member gets the bevel. On T, corner and lap joints the symbol will usually be a triangle, because the natural joint there is a fillet. When a print calls for a groove on a T-joint, that is the drafter demanding penetration beyond what a fillet gives; those joints often show a bevel on one member plus a fillet on the other side, called a partial penetration or a combined groove-and-fillet detail. The distinction between a fillet weld and a full-penetration groove weld is a structural decision made by the engineer, and the strength difference between them is significant enough that you cannot substitute one for the other; our comparison of full penetration versus fillet welds covers why that substitution fails in service. If a print detail shows a bevel on a member that is not obviously prepped in the main view, the prep is likely called out as a machine note: “bevel all edges at detail C” or “prepare per AWS joint detail.” Look for it before cutting.
Short Note: Edge joints are easy to miss because the two members look like a single thick plate in the main view. If the section view shows two layers with a flare symbol on the rim, you are welding an edge joint, and the weld sits on the top of the seam rather than in a groove.
Prints are drawings, not photographs, and they are almost always drawn to scale so a full-size frame fits on a sheet of paper. That single fact creates a common trap: measuring a line with a ruler and treating the result as real dimensions. It is not. Dimensions drawn as numbers are the authority; scale is only a visual aid. When the number says 14 inches and your ruler measures 7, the number wins, and the print is drawn at half scale. Standard scales you will meet on inch drawings include 1:1 (full size), 1:2 (half), 1:4 (quarter), 3:4, 1-1/2:1 and 2:1 for details. Metric drawings use explicit ratios like 1:10 or 2:1. The sheet’s scale is stated in the title block, and each enlarged detail restates its own scale inside the detail frame.
A practical routine for measuring off a scaled print:
Modern shops increasingly work from PDFs on a screen, where zoom replaces the ruler, but the same rule applies: zoom all you like, the printed number still governs. Digital drawings also bring the danger of printing a sheet at “fit to page,” which silently changes the scale. If you print a drawing to tape on a wall, print at actual size or add a note that the copy is for reference only.
Pro Tip: When a print gives a dimension as a calculation, like a bolt circle or a layout of equally spaced holes, write the arithmetic on the drawing margin and check it against the overall dimension. Drafter’s arithmetic errors are rare but not impossible, and catching one on paper costs nothing.
A dimension without a tolerance is a wish. Tolerances tell you how far a feature may stray from its nominal size and still be acceptable. Prints state them in three ways: a general tolerance block in the title block or notes (“all dimensions plus or minus 1/16 unless otherwise noted”), a specific tolerance attached to a single dimension (“24.000 plus or minus 0.010”), or a geometric tolerance frame controlling orientation and position. The general block governs everything the drawing does not single out, which means it applies to most of what you cut and fit. On structural work, plus or minus 1/16 inch is typical for overall fabrication; on machined interfaces it can tighten to plus or minus 0.005 inches or better. None of those numbers work without shared measurement standards behind them, which is the territory of national metrology institutes such as NIST.
Related ideas you will meet on prints:
Here is where experience meets paper. Real plate is not ideal: hot-rolled steel carries mill tolerance on thickness, often plus or minus 0.010 to 0.030 inches on light plate, and flame-cut edges carry their own angularity. A gusset dimensioned at 1/4 inch may arrive at 0.238 or 0.258. Fit-up gaps drift wider than the print’s root opening because members are cut long or short. Skilled fitters do not fight this; they manage it. They sequence tacks to pull the assembly toward the dimension, they check the critical interfaces first, and they escalate when the deviation exceeds the stated tolerance instead of welding it into place. If the gap at a butt joint is double the specified root opening, that is a conversation with the supervisor, because the weld procedure you were given assumes the geometry the print promised.
Quick Note: Measure after tacking and before welding, not after. Weld metal locks geometry in place. A frame that is within tolerance after tacking and out of tolerance after welding almost always started out slightly crooked and had the shrinkage work against it.
The print tells you what metal you are joining, usually in the notes, sometimes in a bill of materials, and occasionally stamped next to individual members. Material callouts follow national standards, and recognizing the standard prefix tells you what kind of property data the number implies. Two families appear most often: ASTM for structural and pressure materials, and AISI or the aluminum association temper designations for steels and aluminum alloys. The numbers themselves are trade identifiers that carry chemistry and mechanical property requirements, not brand names.
| Marking on print | Material | What it means for welding |
|---|---|---|
| A36 | Carbon structural steel | The bread-and-butter structural grade; welds easily with 6010, 6011, 6013 or 7018 electrodes with little preheat on light sections |
| A572 Grade 50 | High-strength low-alloy steel | Stronger than A36 at the same thickness; slightly more attention to heat input and preheat on heavy section |
| 1018 / 1045 | Carbon machine steel | Common for brackets and pins; 1045 is medium carbon and can crack if welded carelessly |
| 304 / 316 / 316L | Austenitic stainless steel | Needs clean filler, correct polarity and gas; the L grades are low-carbon to avoid carbide precipitation |
| 6061-T6 | Heat-treated aluminum | Welds with 4043 or 5356 filler and AC TIG; the heat-affected zone softens and loses some of the T6 strength |
| Galvanized (G90 noted) | Zinc-coated steel | Zinc must be removed or burned off at the joint; fumes require ventilation |
Dissimilar metal callouts deserve a pause. If the notes list both steel and stainless, or aluminum and steel, the print is either calling for a mechanical joint (fasteners, brazing, expansion joints) or a qualified dissimilar procedure. You cannot run a bead of steel filler onto aluminum and call it done. Welding aluminum to steel requires special processes, and the print will usually say which one through the tail’s process abbreviation or a note.
Prints use compact letter codes to flag material and fabrication conditions, often in a legend box:
Letter codes come from the print’s own legend, one more reason to read it before the views. Codes are also where the drawing and the stock in the rack can disagree: a member labeled A36 in the notes can arrive with a mill stamp reading A572, and that is a traceability question for the supervisor, not a judgment call for the welder. Material traceability matters on pressure and structural work, where certificates travel with the part; requirements for materials and welding on regulated work are described in federal rules such as OSHA’s welding standard in the eCFR, a useful reference for what documentation and controls a shop is expected to maintain.
Important: Never substitute a material you think is “close enough” for the grade on the print. Chemistry differences change weldability, and a substitution that passes visual inspection can fail by brittle fracture later. If stock is missing, the substitution decision belongs to the engineer.
The notes block is the least glamorous part of a print and the most commonly skipped, which is exactly why it is where the surprises live. General notes typically sit in a column along one edge and cover the whole sheet. Common entries include:
The legend or abbreviation block translates the drawing’s shorthand: view labels, surface finish symbols, hole callouts, weld symbols used locally, and any custom codes. Treat it as the key on a map. Two minutes with the legend routinely answers questions that would otherwise cost a walk across the shop.
General notes also carry the practical safety instructions that tie into shop rules. Ventilation requirements, fume control and eye protection expectations for the work described by the drawing are spelled out in regulatory guidance such as OSHA’s welding, cutting and brazing page, and health background on exposure limits comes from NIOSH’s welding safety program. A print that calls for welding inside a tank or a confined space is a print that requires a ventilation plan before it requires a welder. Read the notes, then set up the space accordingly, consistent with the shop’s welding safety practices.
Quick Note: When the general notes and a local detail note conflict, the more specific instruction usually governs, but the real answer is to ask. Prints are written by people, and a clarification logged today prevents a scrap part tomorrow.
A weld symbol tells you what the finished joint must be. The procedure tells you how to get there without cracking it. Prints carry procedure information in three tiers, from most common to least. The first is a process abbreviation in the tail, which locks the method. The second is a WPS number, which pulls in a full procedure sheet with parameter ranges. The third is direct parameter notes on the drawing itself, common on lighter jobs and sheet metal work: “GMAW, 75/25 gas at 35 CFH, 180 amps, 0.035 wire.”
The four abbreviations you will see constantly, and what each implies about the job:
When a print does not specify a process, check the shop’s default WPS. When neither exists, that is a question for the supervisor, because process choice affects joint prep, heat input and distortion. The engineering logic behind procedure selection is standardized through AWS, whose standards catalog includes D1.1 for structural steel and A2.4 for the symbols themselves.
Pro Tip: If the tail of a symbol shows both a process and a WPS number, the WPS wins on any parameter detail. The tail tells you the family; the WPS tells you the numbers you actually dial in.
Position codes tell you the orientation the weld must be made in, and they appear in the WPS, in notes, or occasionally beside the symbol. The system is simple once you see the pattern: numbers 1 through 4 for flat, horizontal, vertical and overhead, and letters F and G for fillet and groove. So 1F is a fillet welded flat, 2F horizontal, 3F vertical, 4F overhead; 1G through 4G are the groove equivalents. Pipe positions use 1G through 5G and 2G/5G with 6G for the inclined test position that qualifies a welder for most pipe work.
Position dictates technique and deposition limits. Flat (1F, 1G) lets you put heat in aggressively because gravity works with the puddle. Horizontal (2F, 2G) fights gravity sideways; the puddle wants to sag, so you use smaller electrodes, drag technique and sometimes weave patterns to hold the top edge. Vertical (3F, 3G) is where most welders struggle longest: vertical-up gives penetration and strength preferred for structural groove welds, while vertical-down is faster and common on thin sheet. Overhead (4F, 4G) requires conservative settings, small rods and patience while the puddle tries to fall on you.
Read position callouts before you set the machine. A WPS qualified in 3G does not automatically cover 4G, and a welder qualified in flat position is legally limited on code work. On a print with a note like “all groove welds vertical-up,” the note overrides your preference. Vertical-up technique is its own skill set; our guide to vertical welding techniques breaks down travel speed, arc length and weave width for the common cases.
Short Note: If the print shows a weld symbol but no position, the position comes from the WPS or shop practice. On code work, never assume; the qualified range is a written record, not a habit.
Codes are the print’s way of importing an entire rulebook without rewriting it. The notes line “weld per AWS D1.1” pulls in hundreds of pages of requirements covering joint details, preheat tables, inspection methods, welder qualification and repair procedures. The main families you will encounter:
The code reference changes what “done” means. Under D1.1, for example, the allowed size range for a visual fillet weld, the tolerance on weld size, and the repair rules for rejected welds are all defined by the code, so an inspector and a welder argue from the same page. It also sets documentation requirements: which welds need traceability, which welders need which qualifications, and when impact testing or macroetch tests apply. Federal workplace expectations for shops doing this work, including ventilation and hot-work controls, are set out in OSHA standard 1910.252, which is worth a read because it is the floor every shop builds its safety program on.
Quick Note: When you see a code citation in the notes, write it on your job ticket. Codes get revised, and knowing which edition a project was built to settles a lot of later questions about acceptance criteria.
Everything above is abstract until you run it on one drawing, so let’s walk a typical print the way you would at the bench. The job is a welded steel bracket that supports a small pump on a machine base. The drawing package is two sheets: sheet one carries the assembly view and general notes; sheet two carries the part detail for the bracket itself.
Pass one: identify the object and the frame of reference. Title block says bracket assembly, part number P-4471, revision C, scale half inch equals one inch, units inches. The revision block notes two changes: gusset thickness went from 1/4 to 3/8, and the weld at detail B changed to a quarter-inch fillet. You are on revision C, so the older print in the shop drawer is now wrong. The assembly view shows an L-shaped base plate with two upright flanges and a triangular gusset tying them together. Three members, one weldment.
Pass two: work the weld symbols. There are five callouts on sheet two. The base-to-flange joints get fillet symbols below the reference line, meaning arrow side, sized 5/16 with no length given, so continuous full-length welds. The gusset carries symbols on both lines, double fillet at a quarter inch each side, with a length of 4 inches followed by a hyphen and 8, which reads as four-inch segments on eight-inch centers, staggered. The flange-to-flange corner at detail B shows a bevel groove symbol with the arrow pointing at the left flange, meaning that flange gets the bevel, plus a fillet on the other side. The tail on that bevel reads GMAW. One symbol carries the small field-weld flag: the lifting lug weld happens on site, not in the shop, so the lug is shipped unwelded or tacked only per the notes.
Pass three: dimensions and tolerances. The base plate is 18 by 9 inches with two slotted holes dimensioned 1/2 by 3/4, located 2 inches from the edge. The general tolerance block reads plus or minus 1/16 on machined features, plus or minus 1/32 on hole locations. Holes fall in the machined category, so your layout error budget is a thirty-second of an inch. A note near the slots says “do not weld within 1 inch of hole edges,” which protects the machined surface from distortion. Overall height of the bracket is given as 11.50 plus or minus 0.05, a tighter tolerance than the general block because a pump footprint registers against it.
Pass four: materials and procedure. Notes call A36 plate throughout, half-inch for the base, three-eighths for flanges and gusset, all cut per the cut list in the bill of materials. The general notes say welding per AWS D1.1, E7018 electrodes for stick, or GMAW with ER70S-6 wire and 75/25 gas if the shop runs wire, and a 150-degree Fahrenheit preheat is required if ambient temperature is below freezing. Inspection note: 100 percent visual on all welds, with edges ground smooth where the print shows a finish symbol.
Then you plan the sequence. Because the bracket is an L with a gusset, distortion is the enemy. Tack the base and flanges, check squareness against the 11.50 dimension, weld the flange-to-base fillets alternately on both sides to balance shrinkage, then run the staggered gusset segments, saving the field-flagged lifting lug for site. The welder’s ticket records the WPS, the rod lot and the revision letter. That is the whole skill, running in order: identify, symbol-read, dimension-check, material-verify, sequence-plan.
Quick Note: Say the callouts out loud to yourself or a partner before striking the arc. “Five-sixteenths full fillet both sides on the base, quarter intermittent staggered on the gusset, bevel the left flange at detail B, keep clear of the slots.” If you can narrate it, you understood it. If you hesitate, that is the line to re-read.
Most blueprint errors on the shop floor are not comprehension failures; they are skipped steps. The fixes are habit-sized.
Underneath these is one principle: the print is a contract, and ambiguity is resolved upward, not by the welder. The welder who asks a clarifying question before tacking earns a reputation for accuracy. The welder who guesses earns a reputation for scrap.
Pro Tip: Keep a small notebook of every clarification you got on a print and what the answer was. Within a few months you have a personal FAQ that answers half your questions before you need to ask anyone.
Blueprint reading is a pattern-recognition skill, and pattern recognition comes from volume plus feedback. You can build it deliberately without waiting for an employer to hand you complex jobs.
Practice material is everywhere once you look. Fabricator and equipment manuals often include assembly drawings. Steel supplier catalogs publish connection details. A local community college welding program will happily hand out practice prints if you ask. Even our own library doubles as study material: builds like practicing welding at home pair nicely with printable practice drawings, and layout work such as soapstone marking is the physical half of the same skill. If you want a starting batch of drawings, welding symbol charts from Lincoln Electric’s resources include annotated examples that make good flashcard material.
Quick Note: When you practice, always include at least one drawing with a detail bubble, one with a tolerance block and one with a field-weld flag. Those three features cover most of the surprises that catch beginners on real jobs.
Blueprint literacy changes which jobs you are eligible for. Production welding needs little reading; fitting, layout, pipe spool work, structural erection and supervision need a lot. The path from welder to fitter to lead hand to welding supervisor runs straight through drawing competence, and each step carries a pay increase. If you are weighing the trade, our look at welding as a career and which welding types are most in demand point at the same conclusion: the demand is for people who can read, fit and weld, not just weld. Studying the material AWS certification is built on sharpens your everyday work even if you never sit for the exam. A strong foundation also makes the hands-on side easier: once you understand what the drawing wants, picking consumables becomes obvious, and references like choosing a welding rod, the decoding table in welding rod numbers explained, and the sizes in our electrode chart snap into place against the callout you just read.
Important: Skills compound. Print reading plus rod knowledge plus fit-up sense is the combination shops actually promote. Any one of the three alone keeps you at the bottom of the seniority list.
Start with the title block to confirm the drawing, scale, units and revision. Read the general notes next, because they set the rules for everything else. Then study the views to understand the object’s shape and orientation, tracing any detail bubbles to their enlarged views. Next, work each welding symbol: arrow side first (below the line), then other side (above the line), reading shape for type and the numbers for size, length and pitch. Check dimensions and tolerances against the features you will cut or fit. Verify material grades and the process or WPS references in the symbol tails. Finally, plan your fabrication sequence so distortion and access work in your favor.
To the left sits the weld size: fillet leg length, groove depth, or hole diameter for plug and spot welds. To the right sits the length, and after a hyphen comes the pitch, meaning center-to-center spacing of intermittent segments. Inside a groove symbol you find the root opening; beyond the open end sits the groove angle. In the tail you find the process abbreviation such as SMAW, GMAW, GTAW or FCAW, plus any WPS or detail reference. Symbols on the line below the reference line apply to the arrow side; symbols above apply to the other side.
Read the number immediately to the left of the weld symbol. No number means the drawing’s notes or the governing standard supply a default. For fillets, be clear whether the size means leg or throat, since they differ by roughly thirty percent; prints normally imply leg size unless they say throat. For groove welds, size is the depth of preparation, often shown with a penetration note in parentheses like 1/2 (3/8), which reads as a half-inch groove prepared to give a three-eighths effective throat. When the print shows a detail cross-section, that section is the final authority on required size, because the symbol and the detail together describe the same weld.
A shop drawing describes parts as they are fabricated in the shop: piece marks, weld symbols for shop welds, hole locations, machining notes and finish requirements. An erection drawing describes how those pieces assemble in the field: member marks, bolt holes, sequence, and the field welds marked with flags. The two travel together in a set. A welder in the shop works mainly from piece drawings; a field crew works mainly from erection drawings, where the symbols they care about carry flags and the access they have is whatever the structure already is. Reading both tells you what to weld now versus what to leave for the crew with the lift.
Arithmetic and fractions, yes; calculus, no. You need to add and subtract fractions and decimals for layout, convert scale factors, compute pitch as center-to-center spacing, work the 0.707 factor when a print specifies fillet throat rather than leg, and calculate simple offsets with a bit of trigonometry on angled frames. Most of it is shop math, and all of it is learnable in a few evenings. The harder skill is not calculation; it is noticing which numbers matter and applying the tolerance attached to them. Plenty of excellent welders never touch algebra and still read prints daily, because the discipline is careful observation supported by basic arithmetic.
Reading welding blueprints is not a talent you either have or do not; it is a sequence you run. Identify the drawing and its revision. Read the notes that set the rules. Understand the views and trace the details. Decode each symbol by position, shape and numbers. Verify dimensions against tolerances, materials against grades, and processes against the tail and the WPS. Then plan the sequence so the finished weldment comes out the size the paper promised. Run that sequence on every print and within a couple of months it stops being a sequence and becomes instinct. The shops that pay the best rates are always short on people who can do this, because the skill multiplies everything else you know. Start with a symbol chart in your toolbox, end with a drawing you can narrate from memory, and let each job you weld be one more print you have read start to finish. The paper and the arc are the same job described twice, and the welder who connects them is the one everybody else on the crew follows.