The Florida Building Code (FBC) 8th Edition (2023) establishes stringent requirements for documenting product approvals, technical ratings, and installation methods on all residential permit plans submitted in Tampa, FL. On the drawing sheets themselves, especially in zones subjected to high winds and tropical weather, City of Tampa plan reviewers routinely seek detailed compliance with these mandates. Code sections, physical dimensions, material specs, and proprietary systems must be accurately referenced and continuously coordinated from initial schedules through on-site inspection call-outs and field revisions.

Detailing Florida Product Approval on Window and Door Schedules for Tampa Residential Projects

Code References, Required Ratings, and FPA Numbers on Schedules

Every window and door specified for a Tampa residential permit project must have its Florida Product Approval number (FL#) or Miami-Dade Notice of Acceptance (NOA) listed directly in the window and door schedule. This is not optional: FBC Section 107.2.1 requires that “construction documents shall be of sufficient clarity to indicate the location, nature and extent of the work.” City of Tampa Residential Plan Review guidelines further state: “All Florida Product Approval (FPA) and NOA numbers for windows, exterior doors, and roofing materials must be listed on submitted plan sheets.” (tampa.gov)

Window and door schedules on architectural plan sheets in Tampa frequently include columns for:

  • Type (e.g., Single Hung, Picture, Outswing Door)
  • Manufacturer and Model Number
  • FL# or NOA (e.g., FL#28370)
  • Design Pressure (DP) Rating (e.g., DP +/-50 psf)
  • Impact Classification (“Impact”/“Non-Impact”)
  • Size (Rough opening and nominal unit sizes)
  • Material (Alum, Vinyl, Wood, etc.)
  • Remarks (notes on temp/lami glazing, operation, etc.)

FBC Section 1609.1.1 and Residential Section R301.2.1.1 directly address wind pressure requirements for exterior openings. Tampa’s basic wind speed is set at 150 mph ultimate (per ASCE 7-22, as referenced in FBC 2023). Each scheduled unit must match or exceed calculated design pressures for the site, with appropriate impact resistance for the windborne debris region. For example, Custom Doors’ “I-Pivot Outswing Wood Door” with FL#28370 is explicitly called out on sheets as “meets/exceeds DP 50 PSF, Non-HVHZ, impact-rated per FL#28370”.

Checklist for Compliance Based on City of Tampa Comments

Certain redlines occur repeatedly in City of Tampa plan reviews:

  • “Provide Florida Product Approval numbers (FL#) for all new windows and doors.”
  • “Window schedule must indicate design pressure (DP) ratings and impact classification for each window.”
  • “Clarify if non-impact units have product-approved hurricane protection specified.”
  • “Plans must include installation details and anchorage method per manufacturer instructions.”

Deficiencies lead to resubmittals, delays, and potential re-review fees.

Drawing-Sheet Call-Outs, Dimensions, and Material Notation

Sheet Conventions: Window and door symbol tags (e.g., “W01”, “D02”) are cross-referenced in plan, elevation, and schedule. Typical schedule call-out:

  • W01 - Marvin Essential Single Hung, FL#28420, DP +/-50 (Impact), 3050 (3’0” x 5’0”), Alum/Low-E Lami, White

Details: Sections at each window/door condition reference FPA installation instructions and specify fastener types, sizes, and anchor embedment as required for labeled DP ratings. Opening rough sizes and location dimensions are strictly coordinated between schedules and plans, avoiding field discrepancies.

Examples: On the plans:

  • “INSTALL ALL WINDOWS PER FL# AS NOTED. ALL FASTENERS: 1/4" x 3" Simpson SDS, per MANUFACTURER INSTRUCTIONS, MIN 6” OC.”
  • “GLAZING: LAMINATED, MEETS ASTM E1996 ZONE 2, IMPACT PER FL# DESIGNATION.”
  • “REFER TO SHT A701 FOR DOOR AND WINDOW SCHEDULE; ALL UNITS SHOWN WITH DP RATING AND IMPACT STATUS.”

Data Source: Florida Building Code, Residential, 8th Ed. (2023)

Comprehensive Roof System FPA Documentation: From Deck Nailing to Final Cover Details on Tampa Plans

Detailed Roof System Specs and FBC Citations

Roof sheet documentation covers every layer from sheathing to final covering, reflecting FBC 8th Edition (2023) mandates. Section 1507.1.1 requires underlayments to comply with ASTM D226, D1970, D4869, D6757, or D8257. Assemblies must bear “label(s) showing compliance” and be installed by “means as provided in 1507.1.1.1 or 1507.1.1.2.” Plans must specify underlayment product name, FPA number, and installation laps.

For primary coverings:

  • Asphalt Shingles (FBC 1507.2.1): Always installed on solidly sheathed decks (plywood/OSB, min. 19/32” per local practice; 5/8” is commonly detailed).
  • Concrete or Clay Tile (FBC 1507.3.1): Deck supports live/dead load of tile, with structural notes specifying allowable spans and fastener type.
  • Metal Panels (FBC 1507.4.1): Require deck with “adequate supporting members,” referenced in plan notes and details.

Fastening Schedules, Deck Nailing Patterns, and Common Redlines

Standard Fastening Notes:

  • “ROOF SHEATHING: 5/8” APA-rated plywood, fasten w/ 8d ring-shank nails @ 6” OC at panel edges, 12” OC field, per FBC Table 2304.9.1.”
  • “UNDERLAYMENT: ASTM D226 Type II, 2-ply: 4” side lap, 6” end lap, mechanically attached per FPA instructions.”
  • “SHINGLES: Atlas Pinnacle Pristine, FL#12365.1. Fasten per FPA sheet and manufacturer’s instructions, min. 6 nails/shingle, 1¼” cap nails for starter strip.”

Redlines as seen in plan review:

  • “Provide full roof assembly FPA numbers (all components).”
  • “Deck nailing schedule missing-add fastener sizes and spacings per FBC requirements.”
  • “Clarify if underlayment is peel-and-stick or mechanically attached, provide product FL#, and installation method.”

Submittal Requirements & Drawing-Sheet Details

City of Tampa requires all roof re-cover or replacement projects to include:

  • Roof plan with dimensions, slopes, valleys/ridges called out.
  • FPA number and full installation guide for each product.
  • Fastening schedule as table or notes (sheathing, underlayment, covering).
  • Site plan-location and elevation info, even for roof-only projects.
  • A completed “Roof Mitigation Form,” signed and sealed by a licensed professional.

Example notes on sheet A503:

  • “ROOF PANELS: Entegra Viera, FL#10127.2 (concrete barrel tile), direct deck fasten, Boral 1/4”x2½” screw anchor, 2 per tile. Nailing per FL# detail.”
  • “UNDERLAYMENT: Polyglass Polystick MTS, FL#11842.1, full-adhesive peel-and-stick, 4” end laps, per manufacturer.”

Structural Calculations & Material Specifications

Structural notes reference uplift resistance based on FBC 1609 (wind loads). Truss/rafter schedules reference stamped engineering if uplift calculations exceed prescriptive table values. Minimum material specs are called out in plans and cross-referenced to product approval sheets for city review.

Reference: 2023 Florida Building Code

Navigating FBC Wind Load and Impact Protection Requirements through FPA-Specific Details on Tampa Construction Drawings

Designating Wind Loads, Impact, and Load Paths

Wind design is governed by FBC 1609, R301.2.1, and R301.2.1.1. For Tampa, “Basic wind speed, ultimate: 150 mph per ASCE 7-22.” General notes clearly state: “PROJECT DESIGNED FOR 150 MPH ULTIMATE WIND SPEED, EXPOSURE C. ALL OPENINGS PROTECTED PER FBC 2023.”

Any glazed/detachable element or building envelope component must have a clearly identified impact resistance status in both schedules and details, referencing standards “ASTM E1996/E1886, Wind Zone 2.” Non-impact products require Miami-Dade/FL#-listed hurricane protection, also noted on relevant plans and schedules. “All glazing non-impact: Provide PGT Series SH5500 metal hurricane panels, FL#5932.5, or equal, installed per manufacturer’s FPA sheet.”

Anchorage, Bucking, and Structural Integration

Details must show anchorage locations, fastener types, bucking requirements, and integration with the wall structure. This includes:

  • “6” pressure-treated SYP buck,” called out in door/window sections, with notes: “BUCKS TO BE MIN 1½” S4S PT SYP, ANCHORED PER FPA/MANUFACTURER, ALL CONNECTIONS AT 6” OC MINIMUM.”
  • “Ledger to truss connections with (3) Simpson H2.5AZ hurricane ties, each (1/4” x 3” lag screw, min 2” embed, per FPA).”
  • “Sheathing nailing 8d ring-shank @ 6” OC edge, 12” OC field” is noted at all envelope penetrations, tied to FBC section and product approval sheet.

City of Tampa plan reviewers frequently comment:

  • “Submit wind load calculations for all openings; affix engineer’s seal if outside prescriptive window.”
  • “Clarify opening protection: Impact resistant or provide FPA for alternate protection.”
  • “Detail continuous load path: Roof to foundation.”
  • “Missing anchorage details at glazed openings.”

Diagramming Continuous Load Path and FPA Integration

Plans typically contain a diagram or matrix sheet tracing uplift/lateral force from roof to ground, with annotated links to anchor schedules, FPA fastener sheets, and truss/joist bracing details (e.g., “ROOF UPLIFT: 2500 lbs at corners-REFER STRUCT. S001; CONT. PATH TO SILL THROUGH STRAP AND BUCKS, FPA12345”).

Material call-outs reference ASTM, AWPA or FPA criteria at all major envelope assemblies: “EXT. SHEATH: 5/8” CDX, EXPOSURE 1 APA, 8d. FPA #13415 PLYWOOD NAILING, GIC-1004 INSTRUCTIONS.”

Plan Review Redlines and Jobsite Call-Outs: Addressing FPA Documentation Deficiencies in Tampa’s Permitting Process

Common Tampa Review Comments and Deficiency Patterns

Building officials in Tampa routinely flag the absence or incompleteness of FPA documentation with comments/call-outs such as:

  • “Provide Florida Product Approval numbers for all exterior windows and doors.”
  • “Missing FPA documentation for roofing products-submit approved product sheets.”
  • “Incomplete fastening schedule for wall assembly-specify per FPA installation.”
  • “Deferred submittal not clearly identified in general notes.”

On job sites, inspection failures are most often triggered when actual installed materials lack visible FPA labels, anchorage does not match detailed plans, or installation patterns do not match FPA/mfr’s instruction.

Typical jobsite call-outs include:

  • “Window/door installed without FPA label-is this the approved model?”
  • “Roof fasteners at field location not at specified spacing.”
  • “No evidence of impact protection system at opening-method not clear from permit set.”

Plan Revision and Field Revision Workflow

When documentation deficiencies arise, the standard workflow is as follows:

  • Review City Redlines: Assess all “needs correction” comments in the City’s digital permit system.
  • Revise Drawings: Add omitted FPA numbers, update deficient fastening details, clarify impact protection zones, provide deferred submittal logs.
  • Resubmit: Cloud/rebubble relevant plan areas, summarize corrective action in the narrative, upload through City portal.
  • For Field Revisions: When installed components differ from approved plans (switch of FPA product, alternate fastener, modified installation), submit a Field Revision with all updated documentation before inspection (per tampa.gov).

Drawing-Sheet Best Practices for Tampa

Sheet G001 or the General Notes section should provide a summary matrix listing all FPA-regulated assemblies. Example:

  • “Exterior Door-FL#27310, DP+50/-60, Impact, Anchors: 1/4” TapCon @ 4” OC, per mfr. See Shts A702/A703.”

Details illustrate actual anchor embedment, distances from edges, minimum section size, and cross-section materials. All deferred submittals (trusses, structural glazing) are flagged with a boxed “DS” on door/window/roof schedule and referenced in general notes:

  • “PRE-ENGINEERED TRUSS - DEFERRED SUBMITTAL, SEALED SHOP DRAWINGS BY OTHERS; PROVIDE FPA # AND LOAD CALCS AT TIME OF ABOVE CEILING INSPECTION.”

Specifying Proprietary FPA Systems and Delegated Design Notes on Tampa Permit Drawings

Deferred Submittals, Manufacturer Instructions, and FBC References

Complex components often necessitate deferred submittal workflows, directly under FBC 8th Ed. Section 107.3.4.1: “Documents pertaining to deferred submittal items shall be listed in the design documents for review, and no work shall proceed until deferred submittals are approved.” Common examples are impact-rated garage doors and pre-engineered roof trusses.

Permit plan sheets include:

  • Table/schedule listing “Deferred Submittals:” E.g., “Garage Door-Haas ImpactGuard FL#21872, WindZone 2, delegated structural shop drawings by supplier.”
  • General note: “Delegated Design: Garage door, stairs, truss system to be submitted separately for approval per FBC 107.3.4.1, with FPA # and engineer’s seal.”
  • Bold call-outs at each plan location: “SEE DS-1 FOR STRUCTURAL TRUSS SHOP DRAWINGS. FINAL ANCHORAGE TO BE VERIFIED AT INSTALLATION.”

Noting Proprietary Installations and Schedule Integration

Drawings must explicitly integrate structural and proprietary system installation steps:

  • Section at garage header: “INSTALL IMPACT GARAGE DOOR, FL#21872, DP-55/-65, ANCHORS: 5/16” x 6” Galv. lag into double truss. Installation per manufacturer’s FPA sheet.”
  • Truss schedule: “All trusses per shop, sealed by FL PE, refer to deferred submittal schedule.”
Material schedules specify fastener types, minimum steel gauge, insulation (if panelized), and must match product approval data to pass both plan review and field inspection.

Responding to Review Comments and Maintaining Compliance

City of Tampa reviewers often note:

  • “Garage door deferred submittal not listed in plan notes.”
  • “Provide on drawing: Product Approval FL# and design pressures for each component.”
  • “Show proprietary system integration in roof structure-no generic notes.”
Any amendment to product selection or installation must be submitted as a revised construction document per FBC 107.4. Manufacturer’s FPA installation instructions must be kept on field set for inspection and referenced in plan general notes (“Maintain copy of all FPA installation sheets on site per FBC 107.4 and City requirements”).

Example Plan Sheet Call-Outs

  • “GARAGE DOOR SCHEDULE: Impact Garage, Haas Door, Model 760, FL#21872; DP +/-55; with mfr. install guide. DS required - submit prior to inspection.”
  • “PRE-ENGINEERED TRUSS: Sealed drawings required prior to truss install. All bracing, anchors, uplift connections per engineer and FPA criteria.”

Citations:

Conclusion: Systematic FPA Documentation to Streamline the Tampa Permit Process

On Tampa residential projects, every drawing sheet-from general notes to window schedules to roof details-must reference the exact current FBC edition, call out all required Florida Product Approval numbers, and integrate material specs, fastening schedules, manufacturer installation, and delegated design items with pinpoint accuracy. Detailing DP ratings, impact-resistance, ASTM/ASCE standards, and installation methods per the specific FPA product is required not merely to satisfy plan review, but also to pass field inspections.

Incorporating full FPA documentation, conforming sheet callouts, and a clear workflow for deferred submittals and field revisions reduces costly turnaround and ensures code compliance for all stakeholders. Coordinating these drawing practices is essential in Tampa’s regulatory environment-where every inspection follows the plans and every permit is scrutinized for code fidelity. Kingsway Drafting & Design brings discipline to this process, translating code, reviewer comments, and proprietary systems into clear, approvable, and buildable plan sets for the Florida market.