The Anatomy of a Roofing System: Every Layer, What It Does, and Why the Sequence Is Non-Negotiable
A technical walkthrough of every component in a residential roofing system — from deck sheathing to ridge cap — with the code references, failure modes, and installation details that separate a durable roof from one that leaks in three years.
By The ShowMyRoof Team
Roofing 101 Most homeowners think of a roof as shingles. The shingles are what you see, what you choose a color for, and what shows up in the before-and-after photos. But the shingles are one layer in an eight-to-ten layer assembly, and they are, frankly, not the most important one. The layers you cannot see — the deck, the drainage plane, the flashing sequence, the boot seals — do the actual waterproofing work. The shingles shed the bulk of the water; everything underneath catches what they don’t.
This article goes through the full assembly in installation order, layer by layer. For each component it covers what the product is, what it does mechanically, what the relevant code or ASTM standard requires, and where that component most commonly fails. The goal is to give you the vocabulary and the mental model to hold a contractor accountable — to know, when you hear “we’ll reuse the existing step flashing” or “we skipped the starter strip,” exactly what that means for the roof over the next twenty years.
Layer 1: The Structural Frame — Rafters and Trusses
The roofing system begins with structural framing: either site-cut rafters (individual boards cut and assembled on the jobsite) or engineered trusses (prefabricated triangulated frames delivered to the site). Either way, they perform the same function: spanning from wall plate to ridge and carrying the dead load (weight of the roof assembly) plus live loads (snow, wind, workers and equipment during installation).
Rafter or truss spacing in residential construction is nearly always 16 inches or 24 inches on center. That spacing matters for everything that comes next — specifically for what thickness of deck sheathing is required.
One thing that changes during a re-roofing project: if the framing has sagged, deflected, or been damaged (pest infestation, rot, notched by a previous trade), it needs to be addressed before any new material goes down. Installing a new roof over a structurally compromised frame is installing a new roof on a problem that will manifest within years. Any reputable roofer will flag structural concerns before starting; an honest estimate includes a line for how decking repairs and framing corrections will be handled if found.
Layer 2: Roof Deck Sheathing — The Nail Base for Everything Above
The deck, also called sheathing, is the rigid panel layer nailed to the top of the rafters or trusses. It is the substrate to which every other layer is attached, directly or indirectly. In modern residential construction it is almost universally oriented strand board (OSB) or plywood; in homes built before the 1970s you will often find tongue-and-groove solid wood planks instead.
OSB vs. Plywood
OSB (oriented strand board) is manufactured by compressing layered wood strands with resin adhesives under heat and pressure. It is structurally rated, widely accepted by all building codes, and significantly less expensive than plywood — which is why it dominates new construction. Its liability is moisture sensitivity: the edges swell when wet and do not fully recover, which can telegraph as ridging under the shingles. OSB is also somewhat less forgiving as a nail base — fastener pull-out values in OSB are slightly lower than equivalent-thickness plywood, which matters in high-wind zones.
Plywood (CDX or better) is cross-laminated veneer. It handles moisture better, recovers more completely after wetting, and offers superior nail retention. It remains the preferred choice in climates with high humidity or frequent freeze-thaw cycles, for metal roofing systems, and for any application where the deck will be exposed for extended periods during installation.
Thickness and Span Requirements
The governing standard is the APA (now called the Engineered Wood Association) span rating system. For residential roofing:
- 16-inch rafter/truss spacing: 7/16-inch OSB or 15/32-inch (≈ 1/2-inch) plywood is the code minimum. In practice, most contractors install 1/2-inch because 7/16-inch is marginal and the cost difference is small.
- 24-inch spacing: 15/32-inch is the minimum; 5/8-inch is recommended. At 24-inch spans, anything thinner produces noticeable deflection between supports — a wavy, “spongy” roof surface that is both cosmetically poor and a sign that nails driven into the shingles won’t always hit framing.
- Heavier loads (slate, tile, heavy snow regions): 5/8-inch or 3/4-inch plywood is standard to handle the additional dead load without deflection.
The panels must be installed with the long dimension perpendicular to the framing members, continuous over at least two spans. The APA requires a minimum 1/8-inch gap at all panel edges and ends to allow for thermal and moisture expansion — panels installed tight to each other will buckle during summer if they absorb any humidity. Fastening requirements per the IRC for 16-inch spacing are 8d common nails at 6 inches on-center at edges and 12 inches on-center at intermediate supports. At 24-inch spacing, the intermediate spacing tightens to 6 inches as well.
The critical instruction from the NRCA: cover roof sheathing with code-approved underlayment without delay. Raw OSB exposed to rain will begin swelling at the edges within hours. Any edge swelling that occurs before underlayment is installed must be sanded flat before the roofing proceeds — ridging that starts at the deck telegraphs through every layer above.
Plank Decks in Older Homes
Homes built before roughly 1960 often have solid 1×6 or 1×8 tongue-and-groove planks. These are inspected board by board during a re-roof: rotted, split, or loose boards are replaced, and in many cases the entire deck is overlaid with a layer of 7/16-inch OSB or 1/2-inch plywood to create a uniform nail base for modern shingles. Without that overlay, the gaps between planks provide inadequate fastener holding — particularly a problem with ice-and-water shield, which relies on continuous adhesion to the substrate.
Layer 3: Drip Edge — and Why the Installation Sequence at Eave vs. Rake Is Different
Drip edge is a simple L-shaped metal extrusion — galvanized steel, aluminum, or copper — that runs along the eaves and rakes of the roof. Its job is to direct water away from the fascia board and into the gutter rather than allowing it to wick behind the gutter and rot the fascia. It also provides a clean, finished edge for the underlayment and shingles to terminate against.
The product itself is unremarkable. The installation sequence, however, is code-specific and frequently done incorrectly.
At the eave: drip edge goes directly on the deck, under the underlayment. The underlayment then laps over the top of the drip edge. This allows any water that runs through the shingles or underlayment to exit over the drip edge and into the gutter — not behind it and into the fascia.
At the rake (the angled gable edge): drip edge goes on top of the underlayment. This allows water running off the rake edge to be directed outward, over the drip edge, and away from the wall.
This is codified in IRC Section R905.2.8.5: “Underlayment shall be installed over the drip edge along eaves and under the underlayment on gables.” The distinction sounds pedantic until you understand what happens when it’s reversed: at the eave, drip edge installed on top of the underlayment creates a pathway for water to travel behind the drip edge and directly onto the fascia. Fascia rot usually takes three to five years to become visible.
Adjacent sections of drip edge must overlap a minimum of 2 inches, and the drip edge must extend at least 1/4 inch below the roof sheathing to direct water away from the substrate. Fastening is at 12-inch maximum spacing with appropriately sized roofing nails.
Layer 4: Ice-and-Water Shield — The Self-Sealing Membrane
Ice-and-water shield is a self-adhering membrane of rubberized (polymer-modified) asphalt bonded to a polyethylene or fiberglass carrier film. It bonds directly to the deck surface and, critically, seals around fastener penetrations: when a roofing nail is driven through it, the rubberized compound grips the nail shank and prevents water from tracking through the hole. Standard felt and synthetic underlayment shed water through overlapping courses; they do not seal and do not adhere. Ice-and-water shield is the product class governed by ASTM D1970.
Where It Goes
Ice-and-water shield is mandatory by building code in regions where the average January temperature is 25°F or lower (and recommended by the NRCA down to 30°F), applied at the eaves starting at the edge and extending upslope to a point 24 inches inside the interior warm wall line — not 24 inches from the eave, but 24 inches measured from the interior face of the exterior wall. This difference matters on homes with wide eave overhangs. The intent is to ensure that any ice dam forming at the eave cannot back water up through the shingle/underlayment system into the conditioned space.
Beyond the climate-mandated eave zone, ice-and-water shield should be installed regardless of climate at:
- All valleys — where two roof planes meet and water concentrates
- Around all penetrations — chimneys, skylights, pipe vents, any curb
- Along all sidewalls and head walls — behind the step and counter flashing
Code minimums are exactly that — minimums. The NRCA’s recommendations exceed them. Any contractor who says “ice-and-water isn’t required here” may be right about code, but they’re wrong about best practice in any climate that sees freeze-thaw cycles or wind-driven rain.
Installation Constraints
- Substrate and air temperature must be at or above 40°F for the adhesive to bond properly. Below 40°F, the membrane must be primed or temporarily backnailed until adhesion develops.
- The membrane must not be exposed to sunlight for more than 30 days — UV degrades the surface and releases adhesion.
- All laps must shed water (low-to-high), with end laps a minimum of 6 inches and side laps a minimum of 3–4 inches (per manufacturer, typically 4 inches).
- At the eave, ice-and-water shield is installed over the drip edge (which is already on the deck). At the rake, the drip edge will go over the underlayment — so ice-and-water shield at the rake terminates at the deck edge.
Layer 5: Synthetic Underlayment — The Field Coverage
Underlayment covers the entire roof deck as a secondary water-resistant barrier under the shingles. It is not waterproof (it does not seal around fasteners), but it keeps the deck dry during installation, handles wind-driven rain that infiltrates under the shingles during a storm, and is a required component in fire-classified roof assemblies.
Traditional asphalt-saturated felt (#15 and #30) has been largely displaced in professional residential roofing by synthetic underlayment. Synthetic products — typically polypropylene or polyester woven fabrics — are lighter, stronger, and resist tearing during installation far better than felt, which is important on steep pitches where workers must walk the underlayment before the shingles go down. They also don’t wrinkle when wet (felt can absorb moisture and buckle). The 2024 editions of the IBC and IRC formally recognized synthetic underlayment under ASTM D8257.
Application
Underlayment is installed starting at the eave and working up the roof, with each course overlapping the one below (4–6 inches horizontal overlap is typical; some manufacturers require more). End laps (vertical joints where one roll ends and another begins) must be a minimum of 12 inches and staggered between courses. Fastening is with cap nails or plastic-cap fasteners — not standard roofing nails alone, which can pull through the membrane. In high-wind regions, some manufacturers require cap nails at 12-inch centers rather than 18-inch.
On slopes between 2:12 and 4:12 — below which asphalt shingles cannot be used — the IRC requires either a double layer of underlayment (lapped 19 inches) or a single layer of self-adhering ice-and-water shield across the entire deck. Low slopes accumulate water; the single course approach that works at 6:12 is not adequate at 2:12.
Layer 6: Starter Strip — The First Line Against Wind Uplift
The starter strip is the first course of material installed at the eave and rakes, before the first course of shingles goes down. It serves two functions: it seals the butts of the first course of shingles (which would otherwise be unsupported at the eave), and it provides a continuous sealant bond across the bottom edge of the roof.
Standard shingles have factory-applied sealant strips on their underside. The sealant on the bottom of the first course of shingles bonds to the starter strip — not to the underlayment below, which doesn’t have sealant. Without a proper starter strip (a manufacturer’s dedicated starter product or a shingle reversed to expose its sealant strip), the first course is vulnerable to wind uplift at its most exposed edge. Blow-off almost always starts at the eave corners.
Starter strip should run continuously along the eave, overhanging the drip edge by 1/4 to 3/8 inch. Many installers also run a starter along the rakes for the same wind-uplift protection. This is not a warranty requirement on all products, but it is a NRCA best practice.
Cost: nearly zero — a couple of rolls. Omitting it: a consistently common field shortcut that saves the crew 15 minutes and puts the entire eave at risk.
Layer 7: Shingles — and Why Nail Placement Is the Single Most Consequential Installation Variable
Shingles are the primary weather surface: they shed the bulk of precipitation, provide UV protection for the layers below, and constitute the product’s visual and marketing identity. For architectural (dimensional) shingles, which represent the dominant market share in residential roofing, the shingle is a laminated product with a thick “dragon tooth” tab pattern that creates shadow lines and visual texture.
The shingle itself is manufactured to specific wind ratings: ASTM D3161 classifies shingles for wind resistance (Class A, D, F — with Class F rated to 110 mph), and ASTM D7158 extends the scale further (Class G to 150 mph, Class H to 150+ mph with specific fastening). The shingle’s wind rating is achieved only if it is installed per the manufacturer’s nailing instructions.
The Nail Placement Problem
This is where residential roofing accumulates most of its concealed defects.
Every asphalt shingle has a defined nailing zone — a band across the width of the shingle where fasteners must land to engage both the top laminate layer and the underlying laminate layer (on architectural shingles). Nailing in the correct zone locks both layers together and distributes wind uplift load across the composite. Nailing above this zone (called “high nailing”) engages only the top layer; the lower layer of the laminate is free to separate and peel up in wind.
High nailing is the single most common installation defect in residential roofing, and it is invisible to the homeowner without a full teardown inspection. The Asphalt Roofing Manufacturers Association (ARMA) is explicit: “Nails that are improperly located and/or driven can lead to sealing failures, blow-offs, raised tabs, and buckling.” At least one manufacturer (Atlas) states in its installation instructions in capital letters: “NAIL PLACEMENT IS IMPORTANT FOR WIND RESISTANCE. INCORRECTLY PLACED NAILS WILL VOID WIND COVERAGE OF WARRANTY.”
The root cause of high nailing in the field is almost always a pneumatic roofing nail gun with the feed angle adjusted to let the crew shoot fast on a steep slope — the gun drifts up with each recoil. Correct gun setup and regular inspection of a test nail’s placement is the fix. Ask any prospective roofer how they set the nail gun and what they do if a nail lands in the wrong zone. A blank stare is diagnostic.
Fastener Specifications
- Minimum size: 12-gauge shank, 3/8-inch head, corrosion-resistant (hot-dipped galvanized, stainless, or aluminum). Electro-plated nails are not adequate — they rust and stain.
- Penetration: The nail must penetrate at least 3/4 inch into the sheathing, or completely through it. A full-length roofing nail (typically 1-1/4 inch to 1-3/4 inch) easily achieves this in 1/2-inch or 5/8-inch decking; in older 7/16-inch OSB, the penetration math matters.
- Count: Minimum 4 nails per strip shingle (IRC standard). In wind zones where design wind speed exceeds 110 mph, 6 nails per shingle is required by code and by manufacturer instruction. In Florida High-Velocity Hurricane Zones (HVHZ), ring-shank nails and 6-nail patterns are mandatory.
- Driving depth: The head must be flush with the shingle surface. Over-driven nails (head punched through the mat) weaken the fastener hold and create a point failure. Under-driven nails (protruding) prevent the course above from lying flat and puncture the underside of the shingle above in freeze-thaw cycles.
The pneumatic roofing nail gun’s air pressure must be set to drive the head flush — not over, not under. Test on the first few nails, check by running a finger across the head, and adjust before the crew settles into a rhythm.
Layer 8: Step Flashing — the Leak Prevention That Only Works If the Sequence Is Right
Step flashing is a series of individual L-shaped metal pieces installed at every roof-to-wall transition: the junction where a roof slope meets a vertical wall such as a dormer sidewall, an addition sidewall, or the side face of a chimney. Each piece is approximately 5 inches wide by 5 inches tall (or 2 inches taller than the shingle exposure — for a standard 5-inch exposure shingle, the piece is 7 inches long). One piece is installed per shingle course, interwoven with the shingles: a piece of step flashing, then a shingle course, then another piece of step flashing, then a shingle course.
The logic of step flashing is hydraulic: water running down the wall hits the top of each step flashing piece and is directed onto the top of the shingle course below, which carries it off the roof. No piece needs to be water-tight because the shingle below carries the water before it can travel far enough to find a gap.
The critical failure mode: contractors who substitute a single long piece of L-flashing (continuous metal bent into an L and nailed along the wall) for individual step flashing. A single L-piece is a leak waiting to happen because it does not interweave with the shingle courses — water can travel behind the top of the flashing at any point and enter the wall. GAF’s technical bulletin on flashing (TAB-R-121) is explicit: “L-metal should not be used in these transition areas, due to its propensity to leak. New step flashing should be used whenever possible.”
Second critical point: the vertical flange of step flashing must not be nailed to the wall framing. Only the horizontal flange is nailed to the roof deck. Nailing the vertical flange locks it to the wall; when the roof deck moves thermally (which it does significantly with temperature swings), the locked flashing either buckles the shingles or tears loose from the wall, creating a gap.
The step flashing is then concealed by either counter flashing (cut into masonry) or by the siding/cladding brought down a minimum of 2 inches over the vertical flange.
Layer 9: Valley Flashing — Three Methods, One Rule
A valley is where two roof planes intersect and water from both planes concentrates into a single channel. Valleys carry the highest water volume per linear foot of any point on a roof; they are the location where undersized or improperly installed flashing fails first.
There are three valley construction methods:
Open Valley (W-Valley or V-Valley Metal)
A pre-formed metal flashing — typically 24 inches wide in California and most high-snow states (18 inches is the minimum, not the recommendation) — installed in the valley before the shingles are brought down. The shingles are trimmed back from the centerline, leaving a visible strip of metal in the finished roof. The exposed metal channels water rapidly down the valley, and the shingles never touch the waterline.
This is the most durable valley method and the easiest to inspect for debris accumulation (leaves and needles clog valleys and dam water). Open valleys should have no nails within 6 inches of the valley centerline — fasteners in the water channel create penetration points in the highest-flow zone.
Closed-Cut Valley
Shingles from one plane are run through the valley and past the centerline; shingles from the other plane are run to the valley, cut cleanly with a chalk line 2 inches from the centerline, and embedded in a bead of roofing cement. No metal is visible. This method can be appropriate for steep slopes where water evacuates quickly and the risk of debris accumulation is low. On roofs with heavy snowfall or significant moss/lichen growth, it is not the best choice — debris trapped under the overlapping shingles deteriorates faster than the adjacent field.
Woven Valley
Both sets of shingles are woven through the valley in alternating courses. This method is faster to install and provides no exposed metal, but it is incompatible with laminated architectural shingles (which are too thick to lay flat through the valley without buckling) and provides the weakest water-shedding geometry. Most architectural shingle manufacturers explicitly prohibit woven valleys in their installation instructions; using it voids the manufacturer warranty in the valley.
Layer 10: Chimney Flashing — Base, Step, Counter, and Cricket
Chimney flashing is the most complex flashing assembly on a standard residential roof and the location most likely to be improperly detailed. It consists of four distinct components:
Base flashing: L-shaped pieces applied to the front (downslope) face of the chimney and the upslope face, integrated with the shingles and sealed to the masonry.
Step flashing: Individual pieces up both sides of the chimney (same as any sidewall, described above).
Counter flashing (cap flashing): Separate pieces that are cut into the mortar joints of the chimney — typically 1 inch deep, bent down to overlap the top of the step flashing below. The mortar joint is cut with an angle grinder, the counter flashing is inserted, and the joint is filled with sealant. This is what keeps water from entering behind the step flashing at the top. Counter flashing does not need sealant along its bottom edge because it relies on a water-shedding overlap — if it’s long enough and properly lapped, water runs over it rather than under it. Sealing the bottom edge of counter flashing actually traps water.
Cricket (saddle): A cricket is a small peaked flashing structure built behind (upslope from) the chimney to divert water around the chimney rather than impounding it against the back face. The NRCA requires a cricket on any chimney wider than 24 inches measured perpendicular to the slope. The IRC baseline is 30 inches, but the NRCA’s more conservative standard — 24 inches — reflects real-world failure patterns. A chimney without a cricket accumulates water, debris, and ice against its back face; the back flashing deteriorates first.
Counter flashing requires re-pointing every 10–15 years as the sealant in the cut mortar joint ages. The flashing itself, if properly installed from non-corroding metal (copper is ideal; 26-gauge galvanized steel is the minimum), should outlast the shingles.
Layer 11: Pipe Boots — The Component That Ages Out First
Pipe boots (also called pipe flashings or vent seals) are the rubber or metal sleeves that seal around plumbing vent stacks penetrating the roof deck. They are composed of a metal base plate that lies flat on the shingles and a rubber collar that compresses against the pipe.
The rubber collar is neoprene. Neoprene has a service life of roughly 10–15 years in direct sun exposure before UV degradation causes it to harden, crack, and eventually split. This means the typical pipe boot on a 25-year architectural shingle roof will fail at the halfway point of the shingle’s service life — while the shingles look perfectly fine — and the failure won’t be visible from the ground until water is already entering the attic.
The invariable rule: replace every pipe boot at every full roof replacement. A new pipe boot costs $15–$35 installed. A call-back for a pipe boot leak on a 2-year-old roof, requiring mobilization, diagnosis, temporary repair, and scheduling, costs $200–$400 in contractor time and far more in homeowner goodwill. If a contractor’s bid says “pipe boots — inspect and replace as needed,” ask what “as needed” means and who makes that determination. The correct answer is “we replace them all.”
Alternatives to neoprene boots: two-piece lead pipe boots (the lead is hand-pressed to the pipe shape) or all-metal flashing collars with a separate sealant joint. Both have substantially longer service lives — lead in particular can last as long as the shingles — but cost more.
Layer 12: Ridge Cap and Ridge Vent — Closing Out the System
The ridge cap covers the peak of the roof where the two uppermost courses of shingles meet. It is either cut-down architectural shingles folded over the peak, or a dedicated ridge cap product (hip-and-ridge shingles). Hip-and-ridge shingles are slightly thicker and pre-cut to fold cleanly, and most manufacturer system warranties require them rather than field-cut material.
If the home has a ridge vent — which it should for proper attic ventilation — the ridge cap is installed over the ridge vent. The vent provides exhaust airflow from the attic (hot air rises and exits); combined with continuous soffit intake vents at the eave, this creates a passive thermosiphon that keeps the deck cool and dry.
The Ventilation Ratio You Need to Know
The IRC requires a minimum net free ventilation area (NFVA) of 1 square foot per 150 square feet of attic floor area. This can be reduced to 1:300 if the ventilation is balanced between low and high placement (at least 50% of the NFVA in the upper half of the attic) — which is exactly what a ridge vent + soffit vent system provides. Translation for a 1,500 sq ft footprint home: 5 sq ft of NFVA, split between intake and exhaust.
Why this matters for the roof: every major shingle manufacturer specifies that their warranty is conditioned on the ventilation system meeting the 1:150 or 1:300 requirement. An under-ventilated attic in summer reaches 150–160°F, baking the underside of the shingles and accelerating asphalt oxidation. Granule loss is faster; the 30-year shingle becomes a 15-year shingle. And when a homeowner files a warranty claim, the first thing the manufacturer’s inspector checks is the ventilation — because denying a claim for a ventilation deficiency is entirely legitimate and extremely common.
If a contractor’s proposal doesn’t reference your existing ventilation system or propose to evaluate it before replacing the roof, that is a significant omission.
The Complete Assembly, Summarized
In order of installation, from bottom to top:
| Step | Component | Standard / Code |
|---|---|---|
| 1 | Structural frame (rafters/trusses) | IRC Chapter 8; ASCE 7 for loads |
| 2 | Deck sheathing (OSB or plywood) | APA span rating; IRC R803; 8d @ 6”/12” OC |
| 3 | Eave drip edge (under underlayment) | IRC R905.2.8.5 |
| 4 | Ice-and-water shield at eaves, valleys, penetrations | ASTM D1970; IRC R905.1.2 |
| 5 | Synthetic underlayment (field) | ASTM D8257 / D4869; IRC R905.1.1 |
| 6 | Rake drip edge (over underlayment) | IRC R905.2.8.5 |
| 7 | Starter strip | Manufacturer requirement; NRCA best practice |
| 8 | Shingles (4 or 6 nails; correct zone) | ASTM D3161/D7158; IRC R905.2.6 |
| 9 | Step flashing (one piece per course) | ARMA Chapter 10; manufacturer instructions |
| 10 | Valley flashing (open W-valley or closed cut) | 24” minimum width; 6” clearance from CL |
| 11 | Counter flashing (into mortar, over step) | 1” embed into mortar joint |
| 12 | Chimney cricket (chimneys >24” wide) | NRCA requirement; IRC R903.2.2 |
| 13 | Pipe boots (all replaced) | Replace at re-roof; NRCA best practice |
| 14 | Ridge vent + ridge cap | IRC R806.2; manufacturer requirement |
What This Means in Practice
When you receive a roofing bid, you can now read it with a more discerning eye. Specific products named for every component, installation specifications that match the NRCA and manufacturer requirements, and a scope that accounts for each layer in this sequence tells you the contractor understands the system as a system.
Vague references to “standard installation,” specs that omit the ice-and-water shield zone, bids that list “pipe boots — TBD,” proposals that don’t address ventilation: each missing detail is a place where the assembly is incomplete — and where the liability will land on you when it manifests in year four.
A roof that is built correctly at every layer is not just more durable; it performs as designed. The shingles shed the water, the underlayment catches what the shingles don’t, the ice-and-water shield catches what the underlayment doesn’t and seals around nails anyway, the flashings manage every vulnerable transition, and the ventilation system keeps the whole assembly at a temperature that doesn’t accelerate decay.
That is what a properly specified and installed roof looks like from the inside out. What it looks like from the outside is the part you can choose before any of this goes down — preview exactly what your new roof will look like on your own home before you commit to a shingle, a color, or a contractor.
Code references reflect the 2021/2024 IRC and NRCA Roofing Manual. Local jurisdictions may amend or adopt earlier editions. Verify applicable requirements with your local building department or contractor.
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