Orndorff - Ellijay GANotes, Abbreviations & Specifications
Extracted exactly from the as-built plan documents.
Abbreviations & Notation
- 3068 - 3'-0"W x 6'-8"H
- AFF - Above finished floor
- AW - Awning window
- BD - Sliding barn door
- CO - Cased opening
- DH - Double hung window
- FD - Bi-folding door
- FW - Fixed window
- PD - Pocket door
- SD - Sliding door
- SH - Single hung window
- TG - Tempered glass
- TW - Transom window
Exterior Finishes
- Siding material - Fiber cement board & batten, fiber cement trim, and a stone / ledgestone finish around the CMU block foundation walls. Exterior pressure treated wood features and columns are to be a dark natural stain.
- Roofing material - Metal, in a charcoal/black color, or as otherwise specified by the owner.
Ceilings
- Ceilings are to be vaulted following the roof pitch in the upper level living room, kitchen, bedroom, and porch. All other upper level ceilings shall be flat at 8'-0" a.f.f. All main level ceilings are to be flat at 9'-0" a.f.f.
Additional Notes
- Exterior stairs and stoops may be modified to fit the final grade, as determined by the contractor on-site.
- Square Footage: 1,088 sqft - Main Level | 1,088 sqft - Upper Level | 664 sqft - Porches/Decks
- Note: Square footage on plans is shown as net sqft, by room.
- Plans have been formatted for print on ArchD 24"x36" paper size. Drawing scale will not otherwise be accurate unless printed as such.
- This plan set is specific to one lot/parcel/address and shall not be replicated for use on a separate build without the consent of the CAD drafter.
Gilmer County, GA Wind Force & Framing Requirements
Gilmer County enforces the latest International Residential Code (IRC) with Georgia Amendments (currently transitioning to 2024 IRC). Northern Georgia (including Ellijay / Gilmer County) is typically in a moderate wind zone.
- Design Wind Speed: Ultimate design wind speed (Vult) is generally in the 90–115 mph range per IRC Figure R301.2(5)A for inland North Georgia. Confirm exact value and Exposure Category (B or C) with Gilmer County Building Department for the specific site (topographic effects may apply on hills/ridges).
- Not High-Wind Zone: Not in the windborne debris region or areas requiring engineered high-wind design (those typically start at ~130 mph coastal). Standard IRC provisions apply.
- Wall Bracing: Exterior and interior walls must comply with IRC Section R602.10 wall bracing requirements (braced wall lines, panels, continuous sheathing methods, etc.). 2x4 framing at 16" OC is standard and acceptable when properly braced.
- Continuous Load Path: Required from roof through walls to foundation (IRC R301.2.1, R802.11). Use metal connectors (hurricane ties, straps, clips) for roof-to-wall, wall-to-floor, and wall-to-foundation connections to resist uplift.
- Anchorage: Sill plates anchored to foundation (typically 1/2" anchor bolts with plate washers at specified spacing per IRC and Georgia amendments). Dual pressure-treated bottom plates as noted in plans help with this.
- Headers & Openings: Headers sized and fastened per IRC tables for the spans and wind loads. 2x8 headers above openings are common and appropriate when properly connected.
- Sheathing & Fastening: Structural sheathing fastened to resist wind pressures. Metal roofing must be installed to manufacturer specs for the design wind speed.
- Recommendation: Verify exact local requirements and any site-specific conditions (exposure, topography) with Gilmer County Planning & Zoning / Building Department before framing. Provide continuous metal connector load path for code compliance.
Project Contacts
- CAD Drafter: Turning Point Design | 15 Bobwhite Trail, Canton, GA 30115 | (770) 846-1926 | aaron@turningpointdesign.net
- Client: Ryan & Jamie Orndorff | (727) 460-6880 | rmorndorff@gmail.com