Covering · AGS-001.1 through AGS-038.1

Construction details

March 2026 construction manual. Tap a sheet to enlarge the drawing. These sheets are typical. The job set can differ — and when it does, the job set wins.

AllCorners & eavesRidge & expansionRakePurlins & bracesOpeningsGirts to columnsJambs & headersBasePrimary connectionsBracing

38 sheets

AGS-001.1Corner detailOutside corner trim over a 4×4×14 ga galvanized angle, stitching both wall planes into 8×2½ galvanized zee girts.

Corners & eaves

AGS-002.1Eave — outset purlins with overhangOutset eave strut with roof overhang. Roof panel, eave trim, and wall panel meet at a single-sloped galvanized eave strut.

Corners & eaves

AGS-003.1Eave — outset purlins, no overhangOutset eave with no roof overhang. Plan view shows ¼″ gaps at the eave-strut splice.

Corners & eaves

AGS-004.1Eave — inset purlins with overhangInset purlin condition with roof overhang. Same strut and J-channel language as the outset eave.

Corners & eaves

AGS-005.1Eave — inset purlins, no overhangInset eave without overhang. Plan view matches the ¼″ splice gaps of the outset no-overhang eave.

Corners & eaves

AGS-006.1Roof expansion — outsetRoof expansion joint on outset purlins. Joint every 120′. Maximum panel length 44′.

Ridge & expansion

AGS-007.1Roof expansion — insetRoof expansion joint on inset purlins. Same 120′ joint / 44′ panel rule as the outset sheet.

Ridge & expansion

AGS-008.1Closed ridge — outset, 26 gaClosed ridge trim on outset purlins, 26-gauge covering.

Ridge & expansion

AGS-009.1Closed ridge — inset, 26 gaClosed ridge trim on inset purlins, 26-gauge covering.

Ridge & expansion

AGS-010.1Rake at column — outsetRake trim at a primary column, outset secondary.

Rake

AGS-011.1Rake at door jamb — outsetRake condition where an overhead-door jamb interrupts the gable line.

Rake

AGS-012.1Rake — inset, expandableInset rake detailed for a future expansion.

Rake

AGS-013.1Rake — inset, non-expandableInset rake at a finished gable, not intended to grow.

Rake

AGS-014.1Flange brace — steel purlinsFlange brace from rafter to steel purlin. Never omit, relocate, or substitute SDS for bolts.

Purlins & braces

AGS-015.1Purlin-to-rafter — insetInset purlin clip to rafter flange.

Purlins & braces

AGS-016.1Purlin-to-rafter — outsetOutset / bypass purlin clip to rafter.

Purlins & braces

AGS-017.1Overhead door — 8″ Cee header8″ Cee header over an overhead door, framed into Cee jambs.

Openings

AGS-018.1Transition trimTransition trim where wall covering changes plane or material (wainscot, liner, curtain).

Openings

AGS-019.18″ Cee girt to WF column — insetInset 8″ Cee girt clipped to a wide-flange column.

Girts to columns

AGS-020.18″ Zee girt to WF column — insetInset 8″ Zee girt to wide-flange column.

Girts to columns

AGS-021.18″ Cee girt to WF column — outsetOutset (bypass) 8″ Cee girt past a wide-flange column.

Girts to columns

AGS-022.18″ Zee girt to WF column — outsetOutset 8″ Zee girt past a wide-flange column.

Girts to columns

AGS-023.18″ Cee girt to HSS column — insetInset 8″ Cee girt to square-tube column.

Girts to columns

AGS-024.18″ Zee girt to HSS column — insetInset 8″ Zee girt to square-tube column.

Girts to columns

AGS-025.18″ Cee girt to HSS column — outsetOutset 8″ Cee girt past a square-tube column.

Girts to columns

AGS-026.18″ Zee girt to HSS column — outsetOutset 8″ Zee girt past a square-tube column.

Girts to columns

AGS-027.1Secondary 8″ Cee jamb at base8″ Cee jamb base at the slab or stem wall.

Jambs & headers

AGS-028.1Cee header to Cee jamb8″ Cee header framing into an 8″ Cee jamb.

Jambs & headers

AGS-029.1Cee girt to Cee jambCee girt framing into a Cee jamb.

Jambs & headers

AGS-030.1Zee girt to Cee jambZee girt framing into a Cee jamb.

Jambs & headers

AGS-031.1Cee jamb to Cee girtCee jamb sitting on / clipping to a continuous Cee girt.

Jambs & headers

AGS-032.1Secondary base angle3×3 base angle on an 8″ wall, ¼″ drive anchors at 4′-0″ o.c., first hole 5″ from each end.

Base

AGS-033.1Endwall curtain opening headerHeader over an endwall curtain opening.

Openings

AGS-034.1Rafter to HSS columnRafter sits on a ½″ cap plate on a 4″ HSS column. ⅜″ gussets both sides of the rafter; (4) ½″ bolts.

Primary connections

AGS-035.1Rafter to wide-flange columnRafter to WF column, flanges aligned. Same gusset and cap-plate language as the HSS sheet.

Primary connections

AGS-036.1Rafter to WF column — column turnedRafter to a W8 wide-flange column with the column turned. (4) ½″ bolts, ½″ cap plate, ⅜″ gussets.

Primary connections

AGS-037.1Rod bracing — front viewX-brace rods in a bay, hillside washers at the web, matching rods tensioned equally.

Bracing

AGS-038.1Rod bracing connection — side viewRod through the column web with a hillside (beveled) washer and a flat washer. Centerline of the column web.

Bracing