Architectural drawings, hard hat and tape measure on a dark desk

Drafting Studio · Plan Examples

Drawn to be built.

Our in-house drafting studio produces permit-ready drawings for additions, ADUs, decks and structural remodels, and coordinates with partner architects and engineers on custom homes. Here's what a Platte River plan set looks like.

A-101 · FIRST FLOOR PLAN Permit Set KITCHEN14'-0" x 18'-6" DINING12'-0" x 13'-0" LIVING16'-0" x 14'-0" MUD / LAUNDRY POWDER ENTRY OFFICE STAIR UP 14R 25'-0"19'-0"20'-0" 17'-0"21'-0" 1. ALL EXTERIOR WALLS 2x6 @ 16" O.C. UNLESS NOTED. 2. INTERIOR WALLS 2x4 @ 16" O.C. 3. SEE S-201 FOR HEADER SCHEDULE. 4. VERIFY ALL DIMENSIONS IN FIELD. 5. EGRESS WINDOWS PER IRC R310. SCALE: 1/4" = 1'-0"

Sheet A-101

Floor Plan

The sheet the plan reviewer reads first. Room dimensions, wall types, door swings, egress, and the notes that answer their questions before they ask.

This is the first floor of an 1,800 sq ft addition-and-remodel in Lakewood. Elena drew it from a laser scan of the existing house, so the new walls land exactly where the old ones do and the framing crew doesn't discover a surprise on day one.

ProjectLakewood Addition
Scale1/4" = 1'-0"
SoftwareRevit 2025
ReviewedLakewood Building

Sheet S-201

Roof Framing Plan

This is the sheet our crews actually build from. Every joist, beam, header and bearing point, sized and stamped.

Rafters at 16" o.c. over the main body, a ridge beam carried by posts to the foundation, and a hip section over the entry. The header schedule at the bottom is what lets the lumber yard pull the right LVLs before we need them.

  • 2x10 DF #2 rafters @ 16" o.c.
  • Ridge beam: 3-1/2" x 14" LVL
  • Bearing wall below
  • Post to footing (P1)
EngineerPartner PE, stamped
Snow load30 psf ground
Wind115 mph Exp. C
CodeIRC 2021 + local
S-201 · ROOF FRAMING PLAN PE Stamped 2x10 DF#2 @ 16" O.C. 2x10 DF#2 @ 16" O.C. 2x8 DF#2 @ 16" O.C. 2x10 @ 16" O.C. RB-1: 3½" x 14" LVL RB-2: 3½" x 11⅞" LVL P1P1P1 H1H2H1 HEADER SCHEDULE H1 (2) 2x10 DF#2 w/ ½" PLY — OPENINGS TO 6'-0" H2 (2) 1¾" x 11⅞" LVL — OPENINGS TO 10'-0" P1 4x4 DF#2 POST W/ SIMPSON PC44 & ABU44 TO 24" SQ FTG ALL RAFTERS: H2.5A HURRICANE TIE EA. END · R-49 ATTIC INSUL. 42'-0"22'-0"
A-301 · TYPICAL WALL SECTION Detail 6" MIN 20" FTG 36" FROST 9'-1⅛" PLATE STANDING SEAM METAL ROOF ON ICE & WATER 2x10 RAFTER @ 16" O.C. · R-49 BATT 2x8 CEILING JOIST · ½" GWB DBL 2x6 TOP PLATE · H2.5A TIE FIBER CEMENT LAP ZIP SHEATHING, TAPED 2x6 STUDS @ 16" · R-21 BATT ½" GWB · 2 COATS PAINT 11⅞" TJI-210 @ 16" · ¾" T&G OSB 2x6 PT SILL · ½" A.B. @ 6' O.C. · SILL SEAL 8" CONC. STEM WALL · #4 @ 24" E.W. 20" x 10" CONT. FTG · (2) #4 CONT. Z-FLASHING @ BAND

Sheet A-301

Wall Section

Footing to ridge in one cut. This is where framing and siding meet on paper, and where most water problems are either prevented or designed in.

Note the 36-inch frost depth, the sill seal and anchor bolt spacing, the ZIP sheathing taped as the air barrier, and the 6-inch minimum clearance from siding to grade. Every one of those is a callout that a plan reviewer will look for and an inspector will measure.

Wall2x6 @ 16" · R-21
Roof2x10 @ 16" · R-49
Foundation8" stem · 20" ftg
EnvelopeZIP + fiber cement

Sheet A-201

Front Elevation

What the neighbors will see. Roof pitch, window heights, siding transitions and trim, drawn so the siding crew can order material off the sheet.

This is the pop-top addition on the Wash Park bungalow. The lower level is the existing brick; everything above the belly band is new. The elevation is what convinced the design review that the second story belonged there.

ProjectWash Park Pop-Top
Roof pitch8:12 main
SidingHardie board & batten
ReviewDenver CPD
A-201 · FRONT (SOUTH) ELEVATION Design Review 812 CLASS 4 ASPHALT SHINGLE HARDIE BOARD & BATTEN HARDIETRIM BELLY BAND EXISTING BRICK, TUCKPOINT ALUM CLAD WINDOWS, BLACK EXISTING PORCH, REBUILT EXIST. 1ST FL NEW 2ND FL 9'-1" RIDGE +28'-4" MAX HEIGHT 30'-0" PER DENVER U-SU-C ZONING · BULK PLANE VERIFIED · SEE A-202 FOR SIDE ELEVATIONS
D-101 · DECK FRAMING PLAN DCA-6 2x10 PT LEDGER · ½" LEDGERLOK @ 16" STAGGERED · Z-FLASH 2x10 PT JOISTS @ 16" O.C. · LUS210 HANGERS BEAM: (3) 2x10 PT · POST CAP BCS2-3/6 6x6 PT POST STAIR 7 R @ 7¼" MID-SPAN BLOCKING 20'-0" 16'-0" 11'-0" MAX11'-0" MAX FOOTINGS: 16" DIA x 36" DEEP MIN · 40 PSF LL + 30 PSF SL · GUARD 36" MIN · ALL HARDWARE ZMAX OR SS · PER AWC DCA-6 & IRC R507

Sheet D-101

Deck Framing Plan

The sheet that gets a deck permit approved over the counter in most metro jurisdictions.

Ledger attachment, joist size and spacing, beam and post schedule, footing size and depth, and stair geometry, all cross-referenced to the American Wood Council's DCA-6 prescriptive guide. Most of our deck permits are issued within a week because this sheet answers every question upfront.

Deck20' x 16' · 320 sq ft
Footings16" x 36" deep
Loads40 LL + 30 SL
StandardAWC DCA-6

What's in a Platte River Plan Set

Everything the reviewer, the inspector
and the crew need.

G

Cover & Site Plan

Project data, code summary, zoning compliance, setbacks and lot coverage.

A

Architectural

Existing and proposed plans, elevations, sections, window and door schedules.

S

Structural

Foundation, floor and roof framing plans, details and stamped calcs from our partner PE.

E

Energy & MEP

IECC compliance path, insulation schedule, and mechanical/electrical layouts from partner trades.

Drawings shown are simplified for the web. Actual permit sets are produced at 24x36 in Revit and delivered as stamped PDFs.

Plan Review

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