Covered Patios & Pavilions in Royalton Township, Michigan
Seamless architectural integration for upscale subdivisions and river bluff properties
WTS II Contracting is a licensed Michigan residential builder specializing in covered patio and pavilion construction throughout Royalton Township, with comprehensive complex hip roof tie-in expertise including multi-plane roof integration where new patio roofs intersect existing hip-roofed colonial and traditional homes requiring custom valley flashing, cricket installation preventing water pooling at roof junctions, and seamless shingle matching creating "always been there" appearance rather than obvious afterthought addition, combined with extensive experience navigating Royalton Township building codes and HOA architectural review processes including CAD rendering preparation demonstrating design compatibility with subdivision covenants, material sample coordination ensuring brick and siding matches meet committee standards, and wind engineering documentation for St. Joseph River bluff properties requiring enhanced uplift resistance beyond standard residential construction. Our seamless integration approach—featuring Simpson Strong-Tie hurricane hardware securing roof-to-post connections withstanding 90+ MPH river valley wind exposure, 42-inch bell-bottom footings preventing frost heaving that tears patio roofs away from house attachment points, and custom brick column construction matching existing 1990s-2000s facade brickwork—creates covered outdoor living spaces appearing as original architecture commanding maximum property value in Royalton Township's upscale subdivision market.
Royalton Township Outdoor Living Specs
| Specification |
Details |
| Permit Jurisdiction |
Royalton Township Building Department |
| Wind Exposure |
High—St. Joseph River bluff and open subdivision properties |
| Design Standard |
Matching existing brick facades and siding for seamless integration |
| Roof Style |
Hip or gable roofs attached to main house structure |
| Common Sizes |
16x20 to 20x24 feet (subdivision home scale) |
| Typical Timeline |
4–7 weeks (includes HOA approval, Township permit, brick matching) |
Avoiding the "Tack-On" Look
The "Lean-To" Mistake: Professional Hip and Gable Roof Integration
Royalton Township subdivisions feature upscale colonial, traditional, and contemporary homes where cheap flat shed roof patio additions destroy architectural integrity and property value—professional hip or gable roof tie-ins blending seamlessly with existing rooflines essential for maintaining curb appeal and resale value.
Why flat shed roof additions fail aesthetically:
- Architectural discord: Colonial and traditional homes feature hip or gable roofs with defined pitch (6/12 to 8/12)—flat or low-slope patio roofs clash visually. Appears as afterthought addition—obvious "before and after" appearance devalues property. Curb appeal damage—real estate agents flag as detractor reducing buyer interest. Appraisal impact—poorly integrated additions appraised lower than seamless additions
- HOA rejection risk: Royalton subdivision architectural committees typically reject shed roof designs—violate design guidelines requiring architectural harmony. Appeals process expensive and uncertain—may ultimately require redesign
- Property value impact: National Association of Realtors data: Well-integrated outdoor living additions return 65-75% at resale. Poorly integrated additions return 30-45%—actually detract from property value versus no addition. Difference on $40,000 patio: $26,000-30,000 recouped versus $12,000-18,000 lost value
WTS II Contracting's seamless roof integration approach:
Hip Roof Tie-In (Premium Integration):
- Design concept: Hip roof slopes on all four sides matching main house hip roof—creates harmonious roofline. Valley creation where patio roof meets house—requires custom valley flashing and cricket installation. Appears original to house—casual observers cannot identify as addition. Appropriate for: Hip-roofed colonial homes, traditional two-story homes, properties where maximum integration priority
- Construction complexity: Multiple roof planes intersecting—requires precise framing calculations and cuts. Valley framing—load-bearing valleys supporting intersection of two roof systems. Custom flashing—shaped metal pieces following complex valley geometry. Engineering often required—structural loads transfer through multiple planes. Cost premium: 20-30% over gable roof due to complexity—$5,000-8,000 additional for typical patio
- Benefits: Highest architectural integration—indistinguishable from original construction. Maximum property value—appraises as quality permanent improvement. HOA approval easiest—clearly meets architectural harmony standards. Superior water management—hip roofs shed water all directions preventing ice dam formation
Reverse Gable Tie-In (Cost-Effective Integration):
- Design concept: Gable roof matching main house pitch but perpendicular to main ridge—creates T-shaped roofline. Gable end facing yard—ridge runs parallel to house wall. Valley where patio gable meets house roof—similar to hip but simpler geometry. Appropriate for: Gable-roofed homes, ranch styles, budget-conscious quality integration
- Construction advantages: Simpler framing than hip—standard gable trusses or rafters. Single valley tie-in—less complex than multiple hip valleys. Easier shingle matching—straightforward valley shingling techniques. Lower cost than hip—comparable to standard gable roof construction. Cost: Similar to standard gable roof—no significant premium over basic construction
- Aesthetic result: Highly integrated appearance—looks like house expanded rather than patio added. Gable detailing matches main house—same overhang, fascia, soffit treatment. HOA approval smooth—clearly respects architectural guidelines. Property value strong—appraises as quality addition commanding good return
Matching Architectural Details:
- Roof pitch: Measure and match existing roof pitch exactly—6/12, 7/12, 8/12 common in Royalton. Mismatched pitch immediately apparent—even 1/12 difference looks wrong. Use pitch gauge—ensures exact replication
- Overhang dimensions: Match soffit depth and fascia profile—typically 12-18 inches in subdivisions. Rafter tail treatment—match exposed or enclosed rafter style. Gutters and downspouts—same size, style, and color as house
- Trim details: Frieze boards, corner boards, trim moldings—replicate exactly. Paint or stain color—match or complement house colors. Window and door casing if applicable—same profile as house trim
River Wind Uplift: Engineering for St. Joseph River Valley Exposure
Royalton Township properties along St. Joseph River bluffs experience sustained high winds and vertical wind shear—lightweight patio covers inadequately secured tear away during storms causing $15,000-40,000 damage requiring professional wind engineering and hurricane-rated hardware.
The river valley wind amplification effect:
- Geography: St. Joseph River valley creates natural wind tunnel—prevailing west winds funnel through river corridor. Bluff properties fully exposed—no trees or structures blocking wind at elevation. Open subdivision lots—newer developments lack mature tree windbreaks. Wind speeds 20-30% higher than inland properties—sustained 30-40 MPH with 60-70 MPH gusts common
- Uplift forces: Wind flowing under patio roof creates pressure differential—low pressure above, high pressure below generates uplift. Large roof areas catch significant wind—16x20 patio (320 sq ft) generates thousands of pounds uplift force. Open patio design vulnerable—wind accesses underside from all directions unlike enclosed buildings
- Failure mechanism: Standard post bases pull out—4-6 inch embedment inadequate for uplift forces. Roof separates from posts—nailed connections shear under sustained wind stress. Posts tilt or overturn—lateral wind plus uplift exceeds foundation resistance. Complete structural loss—roof section torn away causing property damage, potential injury
WTS II Contracting's wind-resistant construction:
Simpson Strong-Tie Hurricane Hardware:
- Roof-to-beam connections: Simpson H2.5 or H3 hurricane ties—metal straps wrapping over rafter and nailing to beam creating mechanical connection. Prevents uplift separation—ties rated for 1,000-1,500 pounds uplift per connection. Install on every rafter—comprehensive system rather than selective placement. Cost: $8-15 per tie (typical patio requires 12-20 ties = $96-300 total)—inexpensive uplift insurance
- Beam-to-post connections: Simpson BC or LCE post caps—metal brackets securing beam to post preventing separation and lateral movement. Through-bolted connections—1/2-inch bolts with washers creating non-removable mechanical joint. Resists both uplift and lateral forces—multi-directional wind protection. Cost: $25-45 per post cap (4-6 posts = $100-270)
- Post-to-foundation connections: Simpson Strong-Tie post bases embedded in concrete—metal bracket cast into footing with post bolted to bracket. Elevated design—post base holds post 1-3 inches above concrete preventing rot while providing uplift resistance. Through-bolted with 5/8-inch bolts—minimum 2 bolts per post, 4 for high-wind applications. Cost: $30-60 per base (4-6 posts = $120-360)
- Total hurricane hardware investment: $400-900 for comprehensive wind-rated connections—prevents $15,000-40,000 storm damage and complete structural loss
Deep Post Embedment (Maximum Resistance):
- 6x6 posts set directly in concrete footings—timber extends 18-24 inches into concrete. Mechanical lock—concrete surrounds post preventing any movement. Steel reinforcement—rebar cage surrounding post within footing. Appropriate for extreme wind exposure—river bluff properties, corner lot exposure. Trade-off: Wood-to-concrete contact requires pressure-treated lumber and eventual replacement versus elevated bracket system. Cost: Similar to bracket system but longer post lengths required
Engineering Documentation:
- Structural engineer calculates wind loads—90 MPH design wind speed for river properties. Specifies connection types and spacing—ensures adequate wind resistance. Stamps drawings—professional engineer verification for building permit. Building inspector reviews—verifies hurricane hardware installation before approval. Cost: $800-1,500 for wind engineering on exposed properties—required for river bluff permits
Brick Matching: Column Construction for 1990s-2000s Homes
Royalton Township subdivisions developed 1990s-2000s feature brick facades on colonial and traditional homes—patio column construction must match existing brick color, texture, and mortar creating cohesive appearance rather than obvious addition.
The brick matching challenge:
- Discontinued products: Brick manufacturers discontinue colors and styles every 5-10 years—exact matches unavailable. Regional variations—same brick name may have color differences between manufacturing plants. Aged appearance—20-30 year-old brick has weathered patina new brick lacks. Mortar color—original mortar color faded or discolored requiring color matching not just brick
- Mismatched appearance impact: Obviously different brick—screams "addition" rather than integrated design. Property value reduction—appraisers note mismatched materials as quality concern. HOA rejection—architectural committees flag material mismatches. Curb appeal damage—neighborhood comparisons unfavorable
WTS II Contracting's brick matching process:
Step 1: Existing Brick Documentation
- Photograph existing brick—multiple angles in different lighting conditions capturing true color. Remove sample brick if possible—loose brick from inconspicuous location provides perfect reference. Identify manufacturer and product—check basement or garage for leftover bricks with manufacturer stamps. Measure dimensions—bricks vary from modular (3-5/8 x 2-1/4 x 7-5/8) to oversize and utility sizes
Step 2: Match Selection Strategies
- Exact match if available: Contact original manufacturer—may still produce same product or close substitute. Special order from manufacturer—2-4 week lead time typical. Cost premium: $0.50-1.50 per brick over standard inventory—$200-600 for typical column project
- Close match from current inventory: Visit brick suppliers with sample—compare against available inventory in good lighting. Select closest match—prioritize color over texture as more visible. Multiple sample bricks purchased—test on site before ordering quantity. Acceptable when exact match unavailable—most observers won't notice 10-15% color variation
- Blended approach: Mix two brick colors creating average matching original—random pattern hides individual brick differences. Technique used by masons for difficult matches—proven method over decades. Slightly more labor intensive—sorting and mixing during installation. Cost neutral—no premium for mixed bricks
- Aged appearance matching: Some suppliers offer "tumbled" or "antique" bricks—pre-weathered appearance. Better match for older houses—new brick looks too bright against weathered original. Premium cost: $1-2 per brick but superior visual integration
Step 3: Mortar Color Matching
- Mortar more visible than individual brick variations—critical to match properly. Sample existing mortar color—photograph and collect small sample if possible. Mortar pigments available—can tint mortar to match original color. Test batches—create small samples drying and comparing to existing. Standard colors: Gray, white, buff—but custom tints achieve any color. Cost: Mortar pigment $15-40 per bag—minimal cost for correct color
Column Construction Methods:
- Brick veneer over 6x6 post: Structural post carries loads—brick veneer decorative. Brick ties connecting veneer to post—ensures structural integrity. Hollow core with weep holes—allows moisture drainage preventing freeze damage. Typical dimensions: 16x16 inches square finished—appropriate scale for patio columns. Cost: $800-1,500 per column including brick, post, ties, labor
- Solid brick pilaster: Brick column structural and finish—traditional masonry construction. Reinforced with rebar and concrete fill—ensures adequate strength for roof loads. Base footing integrated—pilaster sits on spread footing preventing settlement. More expensive than veneer—$1,200-2,200 per column but most authentic appearance. Appropriate for luxury applications and period replication
Navigating Royalton Township Codes
HOA Approval: Architectural Committee Process
Most Royalton Township subdivisions—including developments off Scottdale Road, Hollywood Road, and other subdivision clusters—enforce HOA covenants requiring architectural committee approval before covered patio construction can begin.
Common HOA architectural requirements:
- Material matching: Roofing, siding, brick must match or complement existing house—HOAs prohibit materials that clash. Color restrictions—some HOAs limit color palette to earth tones or historically appropriate colors. Quality standards—HOAs may prohibit economy materials requiring upgrade to premium products
- Design harmony: Additions must respect architectural style—colonial home requires traditional patio design, not modern contemporary. Roof pitch requirements—must match main house pitch. Scale and proportion—patio sized appropriately for house, not oversized
- Setback compliance: HOA setbacks may be more restrictive than Township—must comply with stricter standard. Side yard distances—typically 10-15 feet from property lines. Rear yard setbacks—20-30 feet common. Corner lot additional restrictions—visibility triangles for traffic safety
- Approval timeline: Submit application to HOA before Township permit—sequential not parallel process. Monthly committee meetings—may wait 30-60 days for review. Revision requests common—committee may require design modifications. Total timeline: 6-12 weeks from submission to approval in some HOAs
WTS II Contracting's HOA approval assistance:
Professional CAD Renderings:
- Visualization: Computer-generated 3D renderings showing proposed patio integrated with existing house—demonstrates architectural harmony. Multiple views—front elevation, side elevation, rear perspective showing relationship to yard. Material notation—labels indicating matching brick, siding, roofing materials. Color rendering—shows actual colors not just line drawings
- Benefits for HOA approval: Committee sees finished appearance—reduces uncertainty about final result. Demonstrates compliance—visual proof design meets covenants. Professional presentation—shows serious approach not casual afterthought. Expedites approval—clear documentation reduces questions and revision requests
- Cost: $400-800 for professional renderings—included in our project management fee. Pays for itself—avoids rejection and re-application delays costing weeks and potential contractor scheduling conflicts
Material Sample Board:
- Physical samples of proposed materials—brick, siding, roofing shingles, trim mounted on board. Placed against existing house—committee members see actual colors and textures in context. Demonstrates matching effort—shows attention to detail and quality. Eliminates color interpretation issues—digital photos don't accurately represent colors. Cost: Minimal—$50-100 for sample materials worth investment in smooth approval
Pre-Application Consultation:
- Meet with architectural committee chairperson before formal submission—discuss design concept informally. Identify potential concerns early—adjust design before official application. Build rapport—personal relationship facilitates approval process. Verify requirements—confirm HOA interpretation of covenants. No cost—informal courtesy meeting improving approval odds
The "Frost Heave" Trap: Preventing Structural Separation
Covered patios attached to houses create "hinge point" at ledger board connection where differential movement between house foundation and patio post footings causes structural separation—frost heaving patio posts tears roof away from house requiring $8,000-20,000 repairs.
The frost heave mechanism:
- Soil moisture freezing: Water in soil freezes expanding volumetrically—creates upward pressure on footings. Shallow footings above frost line—pushed upward as surrounding soil freezes. Cyclical movement—freezes and heaves in winter, thaws and settles in spring. Cumulative effect—repeated cycles progressively worsen displacement. Michigan frost line—42 inches depth where soil remains above freezing year-round
- Differential movement: House on deep foundation—basement or crawlspace footings below frost line remain stable. Patio posts on shallow footings—move independently from house. Ledger board connects two structures—creates stress point as posts move and house doesn't. Tearing forces—upward post movement pulls roof away from house ledger. Lateral forces—posts heaving at angles create side-to-side stress
- Failure progression: Year 1: Minor cracking at house attachment—cosmetic only. Year 2-3: Widening gaps—water infiltration begins, flashing fails. Year 4-5: Structural separation—roof detaches from house, posts tilting out of plumb. Complete failure: Roof collapse—$15,000-25,000 complete reconstruction required
Why shallow footings fail:
- Inadequate depth: 24-30 inch deep footings—above frost line vulnerable to heaving. Common mistake—homeowners and inexperienced contractors don't pour deep enough. Building code requires 42 inches—explicit standard but frequently violated. Inspector catches if inspection called—but many skip footing inspection (illegal but happens)
- Straight-sided holes: Cylindrical holes allow upward movement—soil freezes to sides pulling footing up. No mechanical resistance—smooth sides offer no grip preventing uplift. Bell-bottom shape required—flared base creates mechanical lock
WTS II Contracting's frost-proof foundation system:
42-Inch Bell-Bottom Footings:
- Depth specification: Minimum 42 inches below grade—below frost line ensuring year-round stable temperature. Deep enough—soil at this depth never freezes preventing heave forces. Code compliant—meets Michigan Residential Code minimum depth requirements
- Bell-bottom design: Straight shaft 24 inches diameter to 42 inch depth. Flared base—bottom enlarged to 36-40 inches diameter creating mushroom shape. Mechanical lock—flared base cannot pull through narrow shaft above. Prevents uplift—frozen soil cannot lift footing due to geometry. Creates using bell digger—specialized tool enlarging hole bottom, or form at bottom before concrete
- Concrete volume: Typical footing—12-18 cubic feet concrete per footing. Weight—1,800-2,700 pounds per footing providing substantial mass resisting movement. Reinforcement—#4 rebar vertical and horizontal creating cage for tensile strength
- Cost: $250-450 per footing including excavation, bell creation, rebar, concrete. 4-6 footings typical—$1,000-2,700 total foundation investment. Essential expense—prevents $15,000-25,000 frost heave repairs
Post Installation:
- Galvanized post base—metal bracket embedded in wet concrete elevating post above ground. Post bolted to bracket—through-bolted connection preventing uplift and lateral movement. Proper alignment—laser level ensures posts perfectly plumb before concrete sets. Cure time—7-10 days before loading allowing concrete to achieve strength
Township Inspection:
- Footing inspection required—inspector verifies depth, diameter, bell shape before concrete pour. Critical approval—cannot proceed without passing inspection. Covers liability—documented inspection protects against future frost heave claims. Schedule strategically—have inspector verify holes same day as concrete pour avoiding weather complications
Over-Spanning: Engineered Beams for River Views
Royalton Township river bluff properties prioritize unobstructed views requiring 20+ foot beam spans between posts—dimensional lumber inadequate for these spans requiring engineered Glulam or steel beams preventing sag.
The view preservation challenge:
- Client priorities: Panoramic river views—primary reason for river property purchase. Post interference—intermediate posts block sight lines to river valley. Maximum span desired—single beam spanning full patio width without mid-span post. Typical request: 20-24 foot clear span maintaining open view corridor
- Structural requirements: Beam must support roof loads—dead load (structure weight) plus snow load (30-60 PSF Michigan). Deflection limits—cannot sag visibly or functionally, L/240 maximum deflection standard. Point loads concentrated—roof rafters transfer loads at discrete points rather than distributed. Upward forces allowed—some beam sag acceptable but must remain within limits
Why dimensional lumber fails for long spans:
- Deflection: Triple 2x12 beam spanning 20 feet—sags 2-3 inches under snow load. Visible sag—creates wavy roofline appearance. Structural concern—excessive deflection stresses connections and roofing. Inadequate capacity—doesn't meet deflection limits requiring larger sections. Larger sections impractical—quadruple 2x12 weighs 400+ pounds difficult to install
- Availability: Long lumber lengths—20+ foot dimensional lumber expensive and limited availability. Splicing required—creates weak point and visible seam. Quality inconsistent—long lengths more likely to have defects like knots and checks
WTS II Contracting's long-span beam solutions:
Glulam Beams (Engineered Lumber):
- Construction: Multiple layers of dimensional lumber glued together creating composite beam—"glued laminated timber." Manufactured under controlled conditions—consistent strength and quality. Available in long lengths—stock beams up to 40+ feet without splicing. Various depths—5-1/8 x 12, 18, 21, 24 inches typical providing range of capacities
- Structural performance: Superior strength-to-weight—engineered design optimizes material efficiency. Minimal deflection—achieves required L/240 limits for 20-24 foot spans. Precise sizing—engineer specifies exact depth based on load calculations. Typical specification: 5-1/8 x 18 inch Glulam spans 20 feet carrying patio roof loads with adequate margin
- Appearance: Wood construction—matches timber frame aesthetic. Can be stained or painted—finishes to complement house colors. Exposed or enclosed—works as decorative beam or hidden in soffit. Slightly industrial appearance—laminations visible showing engineered nature
- Cost: $25-40 per linear foot for typical residential Glulam (5-1/8 x 18). 20-foot beam = $500-800 material plus $200-400 installation. More expensive than dimensional lumber—but only option achieving required span
Steel I-Beams (Maximum Span):
- Construction: Structural steel W-beams—flanged I-beam shape optimized for bending loads. Available sizes—W6, W8, W10, W12 indicating approximate depth in inches. Galvanized or painted finish—rust protection for outdoor exposure
- Structural performance: Highest strength-to-weight ratio—steel much stronger than wood per pound. Longer spans possible—can achieve 24-30 foot spans where Glulam reaches limits. Minimal depth—12 inch steel beam may equal 18-24 inch wood beam capacity. Precise engineering—fabricated to exact specifications
- Appearance challenges: Industrial aesthetic—obvious steel beam may not suit traditional homes. Requires concealment—typically wrapped in wood trim creating composite appearance. Wood boxing—1x6 or 1x8 boards creating U-shape around bottom and sides. Paint matching—box painted to match trim color hiding steel
- Cost: $15-30 per linear foot steel beam material. Boxing adds $8-15 per linear foot. 20-foot beam = $300-600 steel plus $160-300 boxing = $460-900 total. Comparable to Glulam cost but provides superior performance
Engineering Requirements:
- Structural engineer specifies beam type and size—calculates loads and deflection. Stamps drawings—professional verification for building permit approval. Critical for long spans—inspector requires engineered design for beams over 16-18 feet. Cost: $600-1,200 for beam engineering—essential for code compliance and structural safety
Installation Considerations:
- Equipment required—Glulam and steel beams too heavy for manual lifting. Telehandler or crane—lifts beam into position for installation. Access required—equipment needs clear path to installation location. Schedule coordination—equipment rental expensive, minimize time on-site. Cost: $400-800 equipment rental for beam installation day
Maintenance-Free Materials for Royalton Township Patios
We specify premium low-maintenance materials appropriate for upscale subdivisions:
Columns - Fiberglass or PVC-Wrapped
- Fiberglass columns (highest quality): Hollow fiberglass construction—lightweight yet structural. Factory finish—smooth primed surface ready for paint. Won't rot or decay—impervious to moisture and insects. Dimensionally stable—no warping, splitting, or checking like wood. Load-bearing capacity—engineered for structural loads, 6x6 or 6x8 interior post for support if needed. Cost: $400-800 per column depending on height and diameter (8-10 feet typical, 8-12 inch diameter).
- PVC-wrapped columns (mid-range): Structural post (6x6 pressure-treated) wrapped in PVC sleeve—combines strength and maintenance-free finish. Cellular PVC material—can be cut, routed, nailed like wood but won't rot. Factory or field-wrapped—custom sleeves built around post on-site. Trim details available—capitals, bases, fluting matching traditional column profiles. Cost: $250-500 per column depending on height and detailing.
- Advantages over wood columns: Zero maintenance—never requires painting after initial finish coat. Lifetime durability—25+ year lifespan with no rot concerns. Clean appearance—no checking, splitting, or grain showing through paint. HOA compliance—maintenance-free materials often preferred or required. ROI superior—initial premium offset by zero maintenance costs over decades.
- Installation: Same as wood columns—attach to post base at bottom, secured to beam at top. Paint with exterior latex—any color matching house trim. Accepts wood trim details—capitals and bases nailed or glued to column. Professional appearance—indistinguishable from wood columns when painted.
Ceilings - Vinyl Beadboard
- Material construction: PVC cellular vinyl—extruded plastic imitating wood beadboard profile. Tongue-and-groove interlocking—planks snap together creating continuous surface. Hollow back with reinforcing ribs—provides rigidity without excessive weight. White factory finish—bright clean appearance no painting required.
- Advantages over wood beadboard: Waterproof—impervious to rain, humidity, condensation unlike wood which swells. Maintenance-free—never requires painting, staining, or sealing. No mold or mildew—non-organic material doesn't support growth. Won't warp or cup—dimensionally stable in high humidity. Easy cleaning—wipe with damp cloth removing dirt and pollen.
- Installation details: Install over solid roof sheathing—creates finished ceiling hiding plywood. Blind-nailed through tongue—concealed fastening like wood beadboard. Trim at walls with crown molding—finished appearance. Accepts paint if desired—but usually left white for maximum brightness.
- Appearance: Realistic texture—embossed bead detail mimicking wood. Slight sheen—more plastic appearance than flat wood but acceptable in outdoor application. Bright white—reflects light creating airy open feeling. Appropriate for traditional, contemporary, and cottage styles.
- Cost: $4-7 per square foot installed versus $6-10 for wood beadboard. Lower cost plus zero maintenance—superior value proposition. Typical 16x20 patio ceiling—320 sq ft = $1,280-2,240 vinyl versus $1,920-3,200 wood with ongoing maintenance.
Roofing - Architectural Shingles Color-Matched
- Product selection: Architectural (dimensional) shingles—layered construction creating depth and shadow lines. Premium over 3-tab—superior appearance and performance. Major brands—GAF Timberline HDZ, Owens Corning Duration, CertainTeed Landmark. 30-50 year warranty—lifetime on many residential products.
- Color matching process: Identify existing shingles—determine manufacturer and product line. Match to current product—manufacturers occasionally discontinue colors requiring close substitute. Order samples—view actual shingles in sunlight before ordering full quantity. Special order if needed—exact match may require 2-4 week lead time but worth wait for seamless integration.
- Installation quality: Strip existing shingles at tie-in—provides clean surface for flashing and new shingles. Ice and water shield—waterproof membrane at all valleys and tie-in points. Step flashing—metal pieces integrated with each shingle course. Proper nailing pattern—manufacturer specifications ensure wind resistance. Match shingle exposure—maintain consistent reveal matching main roof.
- Visual integration: New shingles slightly brighter—weathering over 2-3 years matches existing. Color variations minimal—observer 20 feet away cannot identify addition. Valleys and ridges most visible—proper integration critical at these points. Professional appearance—seamless roofline appearing as original construction.
- Cost: $4-7 per square foot installed for architectural shingles. Premium over economy shingles but essential for quality integration. 16x20 patio roof—320 sq ft = $1,280-2,240 complete roofing.
Additional Premium Details
- Composite trim boards: Azek or TimberTech PVC trim—never rots or requires painting. Fascia, frieze, corner boards—all trim in maintenance-free material. Cost: $3-5 per linear foot premium over wood but zero maintenance. Typical patio—80-120 linear feet trim = $240-600 premium worthwhile for lifetime performance.
- LED recessed lighting: 4-6 inch recessed cans—provides ambient lighting without exposed fixtures. Dimmable LED bulbs—adjustable brightness and color temperature. Cost: $150-250 each installed—8-12 lights typical = $1,200-3,000.
- Ceiling fans: Outdoor-rated fans with weather-resistant motors—improves comfort and air circulation. Multiple speeds and reversible—circulates air summer, moves warm air down in winter. Cost: $300-600 each installed—1-2 fans typical = $300-1,200.
- Stone or composite decking: Trex, TimberTech, or natural stone—elevated from grade for drainage. Never rots or splinters—maintenance-free flooring. Cost: $8-15 per square foot installed depending on material.
Frequently Asked Questions: Covered Patios in Royalton Township
Do I need a permit for a covered patio in Royalton Township?
Yes, attached structures require a full building permit and footing inspection—Royalton Township Building Department enforces comprehensive review ensuring structural safety and code compliance. What requires building permits: (1) Attached covered patios—any structure with roof attached to house always requires permit. Roof adds significant structural loads to house—ledger board attachment must be properly engineered and inspected. Even if replacing existing deck with roof—adding roof changes structural requirements triggering permit. Freestanding pavilions—also require permits if permanently anchored with concrete footings, (2) Permit application requirements—site plan showing property lines, setbacks, existing structures. Building plans—framing details, foundation details, roof design, attachment to house. Engineered drawings for long spans—Glulam or steel beams require structural engineer stamps. HOA approval letter—must provide proof of architectural committee approval before Township issues permit, (3) Inspection sequence—footing inspection before concrete pour: Inspector verifies hole depth (42 inches minimum), diameter, bell-bottom shape, rebar placement. Cannot pour concrete without passing inspection—covers liability ensuring proper foundation. Framing inspection after roof structure complete: Inspector verifies proper ledger board attachment, hurricane hardware installation, beam sizing, rafter spacing. Ensures structural integrity before closing ceiling. Final inspection after completion: Inspector verifies roofing, flashing, electrical (if applicable), overall workmanship. Issues certificate of occupancy allowing legal use. Permit fees and timeline: Building permit fee: $200-500 depending on project value (typically calculated at $150 per square foot estimated construction cost). Plan review: 2-3 weeks for standard covered patio, 3-4 weeks if engineered beams require structural review. Total permit process: 3-5 weeks from application to approval assuming complete submittal. Construction timeline: 4-7 weeks after permit approval including inspections and weather delays. Consequences of building without permits: Stop-work orders—neighbors or building department discover unpermitted work, construction halted. Forced removal possible—Township can require demolition of unpermitted structures. Fines: $500-5,000+ depending on violation severity and duration. Property sale complications—unpermitted work discovered during title search kills transactions or requires expensive corrections. Insurance denial—claims related to unpermitted construction may be denied. Why proper permits protect you: Structural safety—inspections verify work meets engineering standards preventing failures. Property value—properly permitted work appraises at full value versus discounted unpermitted. Liability protection—documented inspections prove code compliance if issues arise. Resale smoothness—clean permit history facilitates future property sales.
Can you build a patio cover that doesn't block light to my kitchen?
Yes, we design open gable roofs or install skylights and Solatubes to keep the interior bright—multiple strategies maintaining natural light while providing weather protection. The light-blocking problem: Solid patio roof blocks sunlight previously entering kitchen through windows or doors—interior becomes darker reducing appeal. Particularly problematic: Kitchen windows directly under proposed roof—most severe light loss. North-facing walls—already receive limited direct sun, roof worsens darkness. Small kitchens—reduced light makes space feel cramped and cave-like. Homeowner concerns—worried patio improvement creates interior degradation. Solution 1: Open gable roof design: (1) Concept—gable roof with open gable ends allowing light penetration from sides. Solid roof center—provides rain protection over main patio area. Open triangular gable ends—typically 8-12 feet of open area at each end. Light enters horizontally—illuminates adjacent interior spaces, (2) Benefits—maintains significant natural light—50-70% of light loss recovered versus fully closed roof. Rain protection preserved—angled roof still sheds water effectively. Ventilation improved—open ends enhance air circulation. Cost neutral—no additional cost versus fully enclosed, (3) Design considerations—gable end toward kitchen window—maximizes light to critical area. Screen gable ends if desired—maintains bug protection while allowing light. Decorative gable brackets—enhances architectural detail at open ends. Solution 2: Skylights in solid roof: (1) Skylight types—fixed skylights: Non-opening glazed units providing light only, economical option $300-600 installed each. Venting skylights: Operable units providing light plus ventilation, manual or motorized operation $600-1,200 installed each. Tubular skylights (Solatubes): Light tunnel capturing roof light and directing to specific areas below $500-800 installed each, (2) Skylight sizing and placement—typical sizing: 2x4 feet or 2x2 feet fixed skylights providing substantial light. Placement over kitchen window area—directs light where most needed. Multiple skylights for large roofs—16x20 patio might have 2-3 skylights. Spacing: 6-10 feet apart providing even light distribution, (3) Benefits and considerations—abundant light—may actually increase interior brightness versus no roof with scattered tree shade. Solar heat gain—south-facing skylights increase summer cooling loads. Solutions: Tinted glazing, shades, or strategic placement on north-facing roof slopes. Maintenance: Skylights require periodic cleaning and eventual seal replacement (15-20 year interval). Solution 3: Solatube tubular daylighting: (1) Technology—dome on roof captures sunlight—prismatic dome concentrates and redirects light. Reflective tube extends from roof through attic/ceiling—highly reflective interior surface transfers light with minimal loss. Diffuser in ceiling—distributes light evenly into room below, (2) Advantages over traditional skylights—flexible installation—can route around obstructions, works where traditional skylight cannot fit. Less heat gain—smaller roof penetration reduces solar heat compared to large skylight. Even light distribution—diffuser provides softer more uniform light than direct skylight beam. Lower cost—$500-800 versus $600-1,200 for equivalent traditional skylight, (3) Installation—10 inch or 14 inch diameter typical residential sizes. Multiple tubes—2-4 tubes may be needed depending on kitchen size and desired brightness. Professional installation required—proper flashing critical for waterproof roof penetration. Solution 4: Roof height adjustment: Raise patio roof pitch—higher roof at house wall allows more light above windows. Creates clerestory effect—light enters through gap between patio roof and house. Requires taller posts—increases materials and costs slightly but maintains light access. Recommended approach: Assess specific situation—view angles, window locations, existing light levels. Combine strategies if needed—open gable ends plus skylight provides maximum light. Balance light with budget—skylights add $1,500-3,600 to project but may be essential for kitchen functionality.
How do you attach a patio roof to a brick house?
We carefully remove brick to flash the ledger board to the framing, not just bolt it to the veneer—proper attachment to structural framing essential for safety and prevents ledger failure under roof loads. Why brick veneer attachment fails: (1) Brick veneer is decorative not structural—4-inch brick facade over 1-inch air gap, attached to structural wall behind with metal ties. Carries no building loads—only its own weight. Designed for compression—bearing weight downward on foundation, not outward pulls. Not engineered for lateral loads—roof attachment creates outward pull brick wall not designed to resist, (2) Ledger bolt failure mechanism—lag bolts through brick only engage brick veneer—masonry anchors in brick create brittle connection. Roof loads pull outward—sustained load plus snow accumulation creates 2,000-4,000 pounds force. Brick cracking—masonry anchors create stress concentrations causing spalling and cracks. Progressive failure—initially stable connection gradually deteriorates over seasons. Complete detachment possible—patio roof tears away from wall causing structural collapse and property damage, (3) Building code requirements—ledger must attach to structural framing—building code explicitly prohibits attachment to brick veneer alone. Structural wall or rim joist—2x10 or engineered rim joist provides proper bearing. Through-bolted connection—1/2-inch lag bolts or through-bolts every 16 inches engaging structural framing minimum. Inspector verification—building inspector specifically checks ledger attachment during framing inspection. WTS II proper brick attachment process: (1) Brick removal at attachment zone—mark ledger board location on brick wall—typically height matching top of patio floor joists. Remove brick along marked area—carefully chip out mortar using grinder, remove bricks without damaging surrounding masonry. Width of removal: 10-12 inches tall (height of 2x10 ledger plus flashing) by length of patio. Expose structural wall sheathing—reveals wood framing behind brick veneer, (2) Structural framing access—remove siding behind brick if present—some brick homes have vinyl or wood siding under brick. Expose rim joist or studs—locate solid framing for ledger attachment. Verify framing condition—inspect for rot or damage, repair before proceeding. Mark bolt locations—every 16 inches providing adequate connection density, (3) Waterproof membrane installation—apply ice and water shield—self-adhering rubberized membrane on exposed sheathing. Cover entire exposed area—extends 6 inches beyond brick opening all directions. Creates waterproof backup—protects structure even if flashing fails. Critical insurance—prevents water infiltration into wall cavity causing rot, (4) Ledger board installation—pressure-treated 2x10 ledger—sized to match roof joist depth. Apply sealant—caulk behind ledger creating additional water barrier. Through-bolt to rim joist—1/2-inch lag bolts or through-bolts with washers every 16 inches. Torque properly—snug but not over-tightened crushing wood. Verify attachment—must engage solid framing minimum 3 inches penetration, (5) Flashing installation—metal flashing over ledger top—extends 6 inches up wall protecting ledger from water. Behind brick flashing—metal flashing extending behind brick cavity directing water outward. Stepped flashing up wall—integrated with each brick course above ledger. Counter flashing embedded in mortar—final layer preventing water entry behind lower flashing, (6) Brick restoration—re-install brick above ledger—mortar new brick matching existing pattern. Leave weep holes—small gaps every 24 inches allowing cavity drainage. Seal edges—caulk between brick and flashing preventing water entry. Match mortar color—custom-tinted mortar matching existing for seamless appearance. Alternative for minimal brick removal: Remove fewer bricks—3-4 rows only, expose structural framing. Install ledger behind bricks—ledger attached to framing, brick reinstalled in front leaving ledger concealed. More complex—requires careful brick removal and restoration but minimizes visual impact. Same structural integrity—ledger still bolted to framing not veneer. Cost of proper brick attachment: Brick removal and restoration: $800-1,600 depending on length and complexity. Flashing and waterproofing: $300-600 materials and installation. Additional labor: $400-800 for careful masonry work. Total premium: $1,500-3,000 over improper veneer attachment but prevents $15,000-30,000 failure repairs and potential injury.
Covered Patios in Nearby Berrien County Communities
WTS II Contracting also serves surrounding communities. Learn about our covered patio and pavilion services in: