⠀嘀尩code michigan building …

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Cover

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Sheet No.

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Order No.

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Scale

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Plan No.

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Job Description

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Drawn by

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Date

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Sheet Title

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REVISION

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By

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Date

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01

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Detail

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Page

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Detail

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NORTH

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DIA.

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Diameter

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DBL.

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Double

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EPDM

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Diene-Monomer

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GA.

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Gauge

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GALV.

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Galvanized

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NOM.

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Nominal

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O.C.

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On Center

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OPP.

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Opposite

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PT

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Partition

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Required

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REQ'D.

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Starter

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STR.

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Typical

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TYP.

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Building

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BLDG.

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Miscellaneous

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MISC.

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Miles Per Hour

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MPH

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Pounds Per Sq. Foot

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PSF

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Inside Diameter

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I.D.

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Detail

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Page

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Notation Reference

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Detail Identification

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Section Identification/Reference

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Rise/Run Identification

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North Arrow

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Earth

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Concrete

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Insulation

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Detail Identification/Reference

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4

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12

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Painted

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PTD.

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Not To Scale

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NTS.

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QTY.

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Quantity

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Welded Wire Fabric

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WWF

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Angle, Eave/Base --

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Base Plate --

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A plate attached to the bottom of a column or jamb which rests on a foundation or other support, usually secured by anchor bolts.

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An angle or channel used at the base or top of a paneled wall section. Channels are usually used when the wall section is insulated.

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Series of bracing used in the roof framing to stiffen purlins.

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Bridging --

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A main member used in a vertical position on a building to transfer loads from main roof rafters, or purlins to the foundation.

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Column --

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The line along the sidewall formed by the intersection of the planes of the roof and wall.

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Eave --

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A horizontal structural member that is attached to sidewall or endwall columns and supports paneling.

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Girt --

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The horizontal framing member located at the top of a framed opening, (doors).

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Header --

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The vertical framing members located at the sides of an opening (doors).

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Jamb --

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A horizontal structural member which supports roof covering.

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Purlin --

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The main beam supporting the roof system.

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Rafter --

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Angle fastened to purlins at rake for attachment of endwall or partition panels.

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Rake Angle --

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A trim designed to close the opening between the roof and endwall panels.

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Rake Trim --

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A pad or mat, usually of concrete, located under a column, wall or other structural member, that is used to distribute the loads from that member into the supporting soil.

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Footing --

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A light gauge metal member at an eave, valley or parapet designed to carry water from the roof to downspouts or drains.

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Gutter --

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Angles or straps used in the plane of the roof and walls to transfer loads, such as wind, seismic and crane thrusts to the foundation.

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Bracing --

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A plate or angle used to fasten two or more members together.

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Clip --

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The horizontal line formed by opposing sloping sides of a roof running parallel with the building length.

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Ridge --

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Bolts used to anchor eave/base angles or channels, and base plates to a foundation or other support.

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Anchor Bolts --

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It is the responsibility of the Building Owner/ Contractor/ Erector to obtain all appropriate approvals and necessary permits from City, County, State, or other agencies as required.

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Temporary supports or bracing required to erect the building is the responsibility of the erector to determine, furnish, install and remove.

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All structural bracing is an integral part of the structural system and should be installed where noted or shown on the Floor Plans & Roof Framing Plans all connections should be consistent with all details related to installation of bracing components. Removal or alteration of bracing without prior authorization is prohibited.

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Use self-drilling screws in the locations, quantities, and methods shown or noted on these drawings. Self-Drilling Fasteners should be used in accordance with SAE J78 specifications for Self-Drilling Screws. WARNING: When installing Self-Drilling screws, take care to minimize exposed screwpoint When installing Self-Drilling screws, take care to minimize exposed screwpoint hazard, by locating screws next to panel bends and near recessed corners of angles.

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Trachte structural bolts are SAE J429-Grade-2 or ASTM A307A unless specifically noted. These are typically Trachte Part No's 760110 & 764200. All bolt holes shall be aligned to permit insertion of bolts without undue damage to threads. Bolts shall be placed in all holes and nuts threaded to complete assembly. Compacting joint to snug-fit condition shall progress systematically from most rigid part of joint. Snug-tightened condition is tightness attained with a few impacts of impact wrench or full effort of ironworker using ordinary spud wrench to bring connected plies into firm contact. Specification for Structural Joints Using High Strength Bolts, December 31, 2009

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THE SPECIFIC PROJECT INFORMATION PROVIDED TO TRACHTE BUILDING SYSTEMS, INC. WAS USED IN THE DEVELOPMENT OF THE ENGINEERING DRAWINGS, DETAILS, MATERIALS LIST AND PRICING. ANY DISCREPANCIES BETWEEN THIS INFORMATION AND THE ACTUAL JOB CONDITIONS WILL AFFECT THE ACCURACY OF THIS WORK. TRACHTE IS NOT RESPONSIBLE FOR ANY ADDITIONAL MATERIALS OR ANY LAYOUT PROBLEMS CAUSED BY INACCURATE SITE INFORMATION.

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Permits

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Self Drilling Fasteners

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Structural Bracing

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Temporary Bracing

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Structural Fasteners

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Part Number Identification

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Finished Opening

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F.O.

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Field Modify

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F.M.

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Rough Opening

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R.O.

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Self Drilling

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S.D.

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Usually chalk lines laid out on the foundation to aid in placing columns and other structural components of a building floor plan. Accurate placement of these lines is critical to erecting a building.

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Structural Line --

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Part No.

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Channel, Eave/Base

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Structural lines are referenced often throughout our drawing details. These relate to the chalk lines that are to be laid out on the foundation. The lines should always be laid out taking into consideration the inherent imperfections commonly associated with foundations. The edge of a foundation is seldom straight enough to use as a base for dimensioning. It is recommended to begin your layout at 10'-1" from the sidewall edge (refer to "Locating The First Line" in the Trachte Erection Manual). All other lines should be placed accurately from the first line.

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Structural Lines

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2

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Revision Indicator

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COVER PAGE

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Center

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CTR.

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Blank Sidewall

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BSW

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Blank Endwall

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BEW

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CNR

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Corner

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Column

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COL

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Endwall

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EW

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Galvalume

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GALVM.

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Interior

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INT

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Exterior

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EXT

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Partition

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PART

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GAUGE

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10-DIGIT PART NUMBER

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00

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COLOR

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5000

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NUMBER

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COMPONENT

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5000

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SUCH AS COLUMNS, HEADERS, BASEPLATES ETC.

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BASED ON HOW OR WHERE THEY ARE USED ON A BUILDING

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MOST COMPONENTS WILL FOLLOW A LOGICAL SEQUENCE

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NON-STRUCTURAL PARTS USE COLOR CODE

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STRUCTURAL PARTS USE GAUGE CODE

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IDENTIFIES MATERIAL COLOR OR GAUGE

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RANGE FROM 0000 TO 9999

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THIS IDENTIFIES A CLASS OF PARTS

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4-DIGIT COMPONENT CODE

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4-DIGIT RANDOM NUMBER

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2-DIGIT CODE

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2-DIGIT CODE

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5-DIGIT LENGTH

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2-DIGIT PROFILE CODE

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THIS IDENTIFIES A STANDARD PROFILE

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FIRST 3-DIGITS = INCHES

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IDENTIFIES MATERIAL COLOR OR GAUGE

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STRUCTURAL PARTS USE GAUGE CODE

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NON-STRUCTURAL PARTS USE COLOR CODE

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LAST 2-DIGITS ARE DECIMAL (FRACTION)

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ALWAYS IMAGINE A DECIMAL POINT BEFORE LAST 2-DIGITS

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SUCH AS PANELS, TRIMS, STUDS, ETC.

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33

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COMPONENT

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LENGTH

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__

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_____

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9-DIGIT NUMBER

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FINISH

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Imaginary Decimal Point

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12-GAUGE

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12 =

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14 =

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14-GAUGE

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18-GAUGE

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18 =

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16 =

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16-GAUGE

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GAUGE CODES

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2-DIGIT

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2-DIGIT

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WALL & TRIM

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Classic Beige

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62 =

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63 =

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Iced White

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Slate Gray

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61 =

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60 =

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Cream Beige

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Matte Black

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26 =

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Most of Trachte's standard color codes are shown. Special colors are not shown. Permit plans may not show the correct color of your desired building. The final erection set of drawings may show the correct colors ordered. The colors may not always be shown within the drawing set but the material listing will always show the correct color for the part listed.

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ORAN

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Sunset Orange

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Slate Gray

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SGRY

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IWHT

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Iced White

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CRMB

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Cream Beige

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DTAN

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Desert Tan

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CLBG

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Classic Beige

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Royal Blue

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ROYB

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Polar Blue

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PLBL

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EVGN

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Evergreen

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CDRD

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Cedar Red

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Garnet

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GARN

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Contl. Brown

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CONB

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6-DIGIT PART NUMBERS ARE ALSO USED. THESE FOLLOW NO SPECIFIC STRUCTURE. THEY ARE COMMONLY USED FOR FASTENERS, SWING DOORS, PEAK BOXES, AND SOME OTHER PARTS.

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Ethylene-Propylene-

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Bright White (Door)

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64 =

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DOOR or TRIM

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2-DIGIT

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2-DIGIT

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DS

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Down Spout

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The design, detailing, and materials for items designated as "By Others" are not the responsibility of Trachte Building Systems, Inc.

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By Others

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Galvalume

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82 =

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80 =

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Galvanized

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COLOR CODES

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2-DIGIT

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Sheet Index

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TRACHTE BUILDING SYSTEMS, INC.

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T

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S

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B

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Symbols &

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Abbreviations

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Glossary

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General Notes

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PLEASE RECHECK THIS INFORMATION CAREFULLY!

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NOTICE:

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Part Numbering

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Materials

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Colors

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Terms

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Terms

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Code Summary

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.

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.

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MINI-STORAGE BUILDING "A"

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B

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T

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S

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is the exclusive property of

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314 Wilburn Road, Sun Prairie, Wisconsin

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(800/356-5824) (Local 608/837-7899)

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Trachte Building Systems, Inc.

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This drawing and all parts thereof

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TRACHTE BUILDING SYSTEMS, Inc.

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or part without written permission.

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and may not be reproduced in whole

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Polar Blue

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42 =

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43 =

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Royal Blue

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Garnet

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45 =

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44 =

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Contl. Brown

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Evergreen

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46 =

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47 =

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Cedar Red

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13 =

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Patrician Bronze

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27 =

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Light Stone

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COLOR CODES

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COLOR CODES

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Patriot Red

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31 =

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Sunset Orange

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40 =

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Desert Tan

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41 =

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DOOR or TRIM

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COLOR CODES

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48 =

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Shale

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S.S. Roof

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2-DIGIT

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COLOR CODES

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10 =

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Regal White

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23 =

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Regal/Harbor Blue

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Matte Black

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26 =

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11 =

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Roman Blue

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12 =

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Evergreen

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14 =

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Surrey Beige

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Colonial Red

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24 =

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Galvalume

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82 =

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63 =

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Iced White

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39 =

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VP Patrician Bronze

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Special

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2-DIGIT

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COLOR CODES

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28 =

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Clay

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65 =

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Yellow

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Birch White

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67 =

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37 =

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Sand Stone

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38 =

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VP Charcoal Black

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49 =

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Natural Stone

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Silver Metallic

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66 =

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Ash Gray

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21 =

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BWHT

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Bright White

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ASGY

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Ash Gray

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Lime Green (Door only)

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32 =

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33 =

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Polar White

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Field cutting and drilling of some parts will be required.

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Field Cutting and Drilling

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(Concrete Screws)

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2015

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SNOW EXPOSURE CATEGORY

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SNOW IMPORTANCE FACTOR

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GROUND SNOW LOAD

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USE GROUP MODERATE HAZARD STORAGE, S-1

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CONSTRUCTION TYPE TYPE II B

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RISK CATEGORY

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WIND EXPOSURE CATEGORY

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WIND VELOCITY (V )

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SPECTRAL RESPONSE ACCELERATION (S )

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SEISMIC DESIGN CATEGORY

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SITE CLASS

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0.050

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B

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D

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DS

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D1

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1

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0.110

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0.080

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psf

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mph

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S

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II

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B

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115

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30

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B

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1

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0.103

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89

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ULT

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WIND VELOCITY (V )

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mph

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ASD

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CODE MICHIGAN BUILDING CODE

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VARIABLE PITCH

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%%UDESCRIPTION%%U

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%%UPAGE #%%U

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A1

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FLOOR PLAN & ELEVATIONS

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B1

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FOUNDATION PLAN & DETAILS

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C1

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END WALL FRAMING DETAILS

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C2

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C3

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INTERIOR WALL FRAMING DETAILS

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C4

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C5

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C6

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ROOF FRAMING PLAN & DETAILS

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E1

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SIDE WALL FRAMING DETAILS

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E2

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E3

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F1

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INTERIOR PARTITION WALL DETAILS

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F2

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F4

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EXTERIOR WALL DETAILS

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F5

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F6

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G1

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STANDING SEAM ROOF DETAILS

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H1

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CORRIDOR ASSEMBLY DETAILS

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H2

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H3

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END OF CORRIDOR TRIM & F.O. DETAILS

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H4

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H5

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INSULATION DETAILS

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F3

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RAKE ANGLE & PARTITION PLAN

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MARK DAVENPORT

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JUNE 30,

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2020

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P-51634

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MAS

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385 REDMAN ROAD

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MONROE, MI

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GRIFFIN MINI STORAGE

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222791

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END OF CORRIDOR TRIM & F.O. DETAILS

SIZETYPE

DOOR SCHEDULE

CODE ROUGH OPENING (REF.) MANUF. DESCRIPTION COLORQTY

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Sheet No.

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Order No.

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Scale

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Plan No.

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Job Description

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Drawn by

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Date

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Sheet Title

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REVISION

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By

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Date

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.

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.

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(800/356-5824) (Local 608/837-7899)

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B

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T

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S

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FLOOR PLAN & ELEVATIONS

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1

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2

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3

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4

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5

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6

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7

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8

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9

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10

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11

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12

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13

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14

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15

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16

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17

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18

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19

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20

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21

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22

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23

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A

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B

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C

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D

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E

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F

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G

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H

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I

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J

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K

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L

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215'-0"

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CC

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DI

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DB

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%%UFLOOR PLAN for 55' x 215' x 10'-4" MINI-STORAGE BUILDING "A" - 1/4:12 PITCH (SP-37722)

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25

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CB

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ROLL-UP

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3'-8"

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x 7'-0"

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3'-8"

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x 7'-0"

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TRAC-RITE/eq.

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CORRIDOR ROLL-UP DOOR

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LIME GREEN

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1

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CC

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ROLL-UP

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3'-2"

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x 7'-0"

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3'-2"

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x 7'-0"

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TRAC-RITE/eq.

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35

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CH

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ROLL-UP

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8'-8"

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x 7'-0"

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8'-8"

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x 7'-0"

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TRAC-RITE/eq.

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1

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CI

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ROLL-UP

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8'-2"

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x 7'-0"

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8'-2"

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x 7'-0"

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TRAC-RITE/eq.

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1

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D25NWA

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SWING A

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4'-0"

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PDL/equiv

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DOOR,LEVER/PANIC,30x30 LITE

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White

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D25NWB

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SWING B

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5

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BY OTHERS

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INSULATED SECTIONAL DOOR

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10

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ROLL-UP DOORS MEET ASTM E330

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PDL DOORS - PRIMER COAT ONLY

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LIME GREEN

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LIME GREEN

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LIME GREEN

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LIME GREEN

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LIME GREEN

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MARK DAVENPORT

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JUNE 30,

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2020

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P-51634

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MAS

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A1

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1/8" = 1'-0"

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385 REDMAN ROAD

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MONROE, MI

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222791

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ENDWALL ELEVATION

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BY OTHERS

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REVISION

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(800/356-5824) (Local 608/837-7899)

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FOUNDATION PLAN & DETAILS

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1. FLOOR SLAB SHALL BE (SEE LEGEND) THICK WITH 6 6 X 6 - W1.4 X W1.4 WELDED WIRE FABRIC. WELDED WIRE FABRIC. 2. CONCRETE SHALL BE OF A MIXTURE AND DENSITY TO YIELD A 2,500 PSI COMPRESSIVE STRENGTH AT 28 DAYS. 2,500 PSI COMPRESSIVE STRENGTH AT 28 DAYS. COMPRESSIVE STRENGTH AT 28 DAYS. NOTE: STRUCTURAL DESIGN IS BASED ON 2,500 PSI. 2,500 PSI. . HOWEVER, 3,000 PSI IS PREFERRED. 3,000 PSI IS PREFERRED. IS PREFERRED. 3. REINFORCING STEEL SHALL CONFORM TO ASTM A-615, GRADE 60 FOR #4 AND LARGER BARS, AND GRADE 40 FOR #3 BARS AND ALL DOWELS AND TIES. STEEL SHALL BE KEPT CLEAN AND FREE OF RUST. LAP ALL REINFORCING A MINIMUM OF 28" AT SPLICES AND AROUND CORNERS. 4. WELDED WIRE FABRIC SHALL CONFORM WITH ASTM A-185, AND SHALL BE LAPPED 8 INCHES MINIMUM AT ALL SIDE AND END LAPS. NOTE: WELDED WIRE FABRIC IS USED IN THE STRUCTURAL DESIGN OF THE FLOOR SLAB. THEREFORE, FIBER REINFORCING CANNOT BE USED AS AN ALTERNATE. 5. VAPOR BARRIER SHALL BE A MINIMUM OF 6 MIL POLYETHYLENE WITH JOINTS LAPPED NOT LESS THAN 6 INCHES. 6. STRUCTURAL ANCHORS SHALL BE CONCRETE SCREWS CONCRETE SCREWS TO BE PROVIDED BY TRACHTE BUILDING SYSTEMS. INSTALLATION INSTRUCTIONS ARE SPECIFIED IN NOTE 01 ON THE ERECTION DETAIL PAGES. 7. NON-STRUCTURAL ANCHORS SHALL BE EITHER POWDER ACTUATED ANCHORS OR TAPCON SCREW ANCHORS. THESE ANCHORS ARE NOT SUPPLIED BY TRACHTE BUILDING SYSTEMS. INSTRUCTIONS FOR LOCATING NON-STRUCTURAL ANCHORS ARE SPECIFIED IN NOTE 02 ON THE ERECTION DETAIL PAGES. NON-STRUCTURAL ANCHORS SHALL BE INSTALLED PER MANUFACTURERS SPECIFICATIONS. 8. FREE DRAINING GRANULAR FILL SHALL BE A NON FROST SUSCEPTIBLE FILL MATERIAL CONSISTING OF COURSE SAND, CRUSHED ROCK, OR AN APPROVED EQUIVALENT.

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FOUNDATION SPECIFICATIONS

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FOUNDATION DESIGN NOTES:

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1. FOUNDATION PLAN SHOWN IS DESIGNED FOR A PRESUMED 1,500 PSF ALLOWABLE BEARING PRESSURE. 1,500 PSF ALLOWABLE BEARING PRESSURE. PSF ALLOWABLE BEARING PRESSURE. 2. PLEASE NOTIFY ENGINEER OF ANY UNUSUAL CONDITIONS.

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1. NOTCH SHALL BE LEVEL WITH NO PITCH. 2. FOUNDATION MUST BE SQUARE AND LEVEL. 3. PROVIDE CONTROL JOINTS AT 15'-0" ON CENTER MAXIMUM SPACING. ALL CONTROL JOINTS SHOULD BE LOCATED AT LEAST 1 FOOT OFF OF THE TRACHTE BUILDING SYSTEMS COLUMN GRID SHOWN ON THE FOUNDATION PLAN.

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GENERAL FOUNDATION NOTES:

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TRACHTE BUILDING SYSTEMS, INC. IS ONLY RESPONSIBLE FOR THE DESIGN OF THE FOUNDATION TO ACCEPT OUR BUILDINGS. THE DESIGN IS BASED ON THE PARAMETERS SPECIFIED IN THE NOTES, AND THE LOADS IMPOSED BY OUR BUILDING SYSTEM. IT IS THE OWNERS RESPONSIBILITY TO NOTIFY TRACHTE'S ENGINEERING DEPARTMENT OF ANY UNUSUAL SITE CONDITIONS OR OF ANY MATERIALS NOT SUPPLIED BY TRACHTE, THAT WILL IMPOSE LOADS ON THE FOUNDATION SYSTEM. ACTUAL CONSTRUCTION OF THE FOUNDATION, INCLUDING LABOR AND MATERIALS FOR PLACING OF REINFORCING STEEL AND CONCRETE IS BY OTHERS AND THEREFORE, NOT THE RESPONSIBILITY OF TRACHTE BUILDING SYSTEMS.

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NOTE

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GENERAL FOUNDATION NOTES

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4"

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FOUNDATION LEGEND

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EARTH

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FREE DRAINING INORGANIC GRANULAR FILL

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PAVING OR FINISHED GRADE

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SLAB THICKNESS

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CONCRETE SCREW

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(INTERIOR)

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(EXTERIOR)

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3/8" x 2 1/2"

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3/8" x 2 1/2"

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CONCRETE SCREW

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A

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FOUNDATION EDGE

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CONCRETE SCREW

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CONCRETE SCREW LOCATION,

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CORNER

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CONCRETE SCREW

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FOUNDATION EDGE

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EXTERIOR

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SEE FLOOR PLAN TO LOCATE & ORIENTATE BASEPLATE & INTERIOR COLUMNS

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BASEPLATE

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INTERIOR COLUMN

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CONCRETE SCREW

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INTERIOR BASEPLATE

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SECTION, FOUNDATION EDGE

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CONCRETE SCREW,

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CONCRETE SCREW ANCHOR TO BE ERECTOR INSTALLED IN LIEU OF CAST-IN-PLACE ANCHOR SCREWS. MINIMUM EMBEDMENT DEPTH = (CONCRETE SCREW LENGTH) + ".12".

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FOUNDATION EDGE

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CONCRETE SCREW

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2

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VAPOR BARRIER

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WELDED WIRE FABRIC

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SLAB,

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INTERIOR SECTION

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%%UFOUNDATION PLAN BUILDING "A"

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F.5

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#4 REINFORCING BAR 16" (LENGTH) @ 16" O.C.

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#4 REINFORCING BAR CONTINUOUS

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CONCRETE SCREW

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WELDED WIRE FABRIC

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VAPOR BARRIER

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STANDARD TRENCH DETAIL,

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NOTCHED

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3'-6"

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FROST DEPTH

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WELDED WIRE FABRIC

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VAPOR BARRIER

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NO NOTCH AT SWING DOORS

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VAPOR BARRIER

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SLAB, INTERIOR

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PAD SECTION

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1'-7"

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CONCRETE SCREW

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VAPOR BARRIER

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NO NOTCH

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2A

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22

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MARK DAVENPORT

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JUNE 30,

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2020

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P-51634

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MAS

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B1

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1/8" = 1'-0"

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385 REDMAN ROAD

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MONROE, MI

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222791

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(800/356-5824) (Local 608/837-7899)

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COLUMN

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EW PURLIN

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%%UBLANK ENDWALL SECTION%%U

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GIRT

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GIRT

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NOTE: BOLT HERE ON FOUNDATION WITHOUT A NOTCH, AS SHOWN.

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RAKE ANGLE

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SILL PLATE SEALER

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COLUMNS

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GIRT

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COLUMNS TO GIRT CONNECTION

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GIRT

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NOTE: ONLY ONE BOLT REQUIRED AT EACH GIRT LOCATION TO BOLT COLUMNS TOGETHER.

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760110

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760300

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ENDWALL

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COLUMNS

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TRACK

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COLUMNS TO TRACK CONNECTION

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CONCRETE SCREW

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ENDWALL

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SILL PLATE SEALER

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COLUMN

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STARTER JAMB

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STARTER JAMB TOP CONNECTION AT CORNER

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CHANNEL

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tructural

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760300

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760110

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NOTE: LEFT SIDE SHOWN, RIGHT SIDE MIRROR THIS DETAIL. SIDE SHOWN, RIGHT SIDE MIRROR THIS DETAIL.RIGHT SIDE MIRROR THIS DETAIL. SIDE MIRROR THIS DETAIL.

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EAVESPAN

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760110

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760300

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ANGLE

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RAKE

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760600

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AT APPROX 2' CENTERS

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WRENCH HOLES

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FIELD CUT

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NOTE: BEND TAB AROUND CORNER AFTER INSTALLATION

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SIDEWALL

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ENDWALL

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VIEW

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JAMB CLIP

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GIRT TO STARTER JAMB CONNECTION

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GIRT

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COLUMN

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STARTER JAMB

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SIDEWALL

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ENDWALL

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JAMB CLIP

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TRACK TO STARTER JAMB WITH NO-NOTCHED ENDWALL

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COLUMN

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STARTER JAMB

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NOTE: FIELD CUT WEB OF TRACK TO FIT AROUND COLUMN.

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TRACK

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02

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01

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SILL PLATE SEALER

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SIDEWALL

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ENDWALL

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02

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JAMB CLIP

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BASE PLATE

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CONCRETE

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SCREW

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CONCRETE

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SCREW

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GIRT TO BSW CONNECTION

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GIRT

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COLUMN

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760110

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760300

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NOTE: RIGHT SIDE SHOWN, LEFT SIDE MIRROR THIS DETAIL.RIGHT SIDE SHOWN, LEFT SIDE MIRROR THIS DETAIL.

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SIDEWALL

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VIEW

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ENDWALL

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CONCRETE SCREW

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COLUMN

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BSW COLUMN TO TRACK CONN. AT CORNER (W/O NOTCH)

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TRACK

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COLUMN

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760110

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760300

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01

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NOTE: THIS HOLE FOR REFERENCE ONLY AND INDICATES THE BOTTOM OF THE COLUMN.

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SIDEWALL

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ENDWALL

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VIEW

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SILL PLATE SEALER

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RAKE ANGLE

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MARK DAVENPORT

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JUNE 30,

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2020

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P-51634

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MAS

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C1

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1/2" = 1'-0"

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385 REDMAN ROAD

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MONROE, MI

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222791

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760300

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760110

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1

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ENDWALL COLUMN, PURLIN, RAKE ANGLE CONNECTION

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S

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COLUMN

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NOTE: THIS DETAIL SHOWS THE HOLES TO USE WHEN COLUMNS ARE ON A FOUNDATION WITHOUT A NOTCH.

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ANGLE

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RAKE

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760600

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ENDWALL

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SUPPORT, BW

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ENDWALL

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PURLIN

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NOTE: SEE ROOF FRAMING PAGE FOR CORRECT PURLIN ORIENTATION.

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ANGLE

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RAKE

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100

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BEW TO BSW CORNER AT A NO NOTCHED FOUNDATION

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760110

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760300

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EAVESPAN

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CHANNEL

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CHANNEL

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EAVE/TOP

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COLUMN

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AT APPROX 2' CENTERS

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SIDEWALL

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VIEW

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ENDWALL

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760110

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760300

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NOTE: BEND TAB AROUND CORNER AFTER INSTALLATION

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END COLUMN OR STUD CONNECTION DETAIL

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STUB HEADER CONNECTION DETAIL

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760600

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ENDWALL

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COLUMNS

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STUD

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TRACK

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ENDWALL

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COLUMNS

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STUB HEADER

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COLUMNS

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ENDWALL

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COLUMNS

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OR

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SIDEWALL

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COLUMNS

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OR

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STUD

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(FIELD CUT)

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(FIELD CUT)

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SIDEWALL

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COLUMNS

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OR

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SIDEWALL

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COLUMNS

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OR

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STEP 1. USING THE SAME DIAMETER DRILL BIT, DRILL A HOLE INTO THE BASE MATERIAL TO THE REQUIRED DEPTH. THE TOLERANCES OF THE DRILL BIT USED SHOULD MEET THE REQUIREMENTS OF ANSI STANDARD B212.15. STEP 2. REMOVE DUST AND DEBRIS FROM THE HOLE USING A HAND PUMP, COMPRESSED AIR, OR VACUUM. STEP 3. SELECT A TORQUE WRENCH OR POWERED IMPACT WRENCH AND DO NOT EXCEED THE MAXIMUM TORQUE, T OR T RESPECTIVELY FOR THE SELECTED ANCHOR INST,MAX OR T RESPECTIVELY FOR THE SELECTED ANCHOR IMPACT,MAX RESPECTIVELY FOR THE SELECTED ANCHOR DIAMETER AND EMBEDMENT. ATTACH AN APPROPRIATE SIDED HEX SOCKET/DRIVER TO THE IMPACT WRENCH. MOUNT THE SCREW ANCHOR HEAD INTO THE SOCKET. STEP 4. DRIVE THE ANCHOR INTO THE HOLE UNTIL THE HEAD OF THE ANCHOR COMES INTO CONTACT WITH THE FIXTURE. THE ANCHOR MUST BE SNUG AFTER INSTALLATION. DO NOT SPIN THE HEX SOCKET OFF THE ANCHOR TO DISENGAGE.

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INSTALLATION PROCEDURES FOR CONCRETE SCREW ANCHORS

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POWDER ACTUATED ANCHORS ARE TO BE USED AT 24" CENTERS. POWDER ACTUATED ANCHORS ARE TO BE USED IN ACCORDANCE WITH THE MANUFACTURER'S SPECIFICATIONS ONLY. TRACK BASE IS AN EXAMPLE OF PARTS THAT REQUIRE POWDER ACTUATED ANCHORS. NOTE SOME PARTS REQUIRE BOTH POWDER ACTUATED & CONCRETE SCREW NOTE SOME PARTS REQUIRE BOTH POWDER ACTUATED & CONCRETE SCREW ANCHORING AS SPECIFIED.

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POWDER ACTUATED ANCHORS (BY OTHERS)

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100

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7" PURLINS (AS SHOWN) HAVE TWO-BOLT CONNECTIONS ON EACH END. 12" PURLINS REQUIRE THREE-BOLT CONNECTIONS ON EACH END.

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7" & 12" PURLINS:

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PARTITION SUPPORT ARE ONLY REQUIRED AT AN INTERIOR PARTITION WALL. SEE FLOOR PLAN FOR LOCATION AND QUANTITY. LINE UP THE BOTTOM BOLT HOLE WITH THE BOTTOM ENDWALL GIRT AND FIELD CUT SUPPORT JUST BELOW PURLIN. YOU WILL NEED TO FIELD NOTCH SUPPORT TO ALLOW FOR THE TOP TEC-SCREW CONNECTION.

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PARTITION SUPPORT AT BLANK ENDWALL

DESCRIPTIONPART #

PART # INDEX

QTY.

DESCRIPTIONPART #

PART # INDEX

QTY.

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2

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C1

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5911003214

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5911003214

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5985003618

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5985003218

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5985003218

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5911002614

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5981020716

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5981020916

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5981021016

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5981020916

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5981020716

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5987001018

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A

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%%UNO NOTCHED BLANK ENDWALL ELEVATION, 1/4" PITCH (INTERIOR VIEW)%%U

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1

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C1

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08

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5985003618

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5985003618

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5985003618

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5981020516

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5981020516

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5981020116

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5981020116

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5981020316

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5981020316

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5985003218

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5985003618

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5985003618

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102702

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8

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C1

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7

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C1

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5984000318

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BLANK SIDEWALL

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5984000318

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9

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C1

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39

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5

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C1

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4

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C1

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6

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C1

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DOOR SIDEWALL

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5050020412

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5050022316

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5984000318

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5973022963

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ENDWALL PURLIN

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2.2

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102702

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sillplate sealer, 3.5" x 25'-0" roll

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1

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5050020412

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12ga. STR. jamb, base plate

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5050022316

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16ga. STR. jamb clip

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10

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5911002614

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14ga. top/base track 5.75" x 5'-0" long

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2

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5911003214

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5973022963

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4

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5981020116

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16ga. EW column, 5.63" x 1.5", 5'-0 /EV

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4

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5981020316

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16ga. EW column, 5.63" x 1.5", 10'-0 /EV

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4

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5981020516

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16ga. EW column, 5.63" x 1.5", 15'-0 /EV

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4

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5981020716

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16ga. EW column, 5.63" x 1.5", 20'-0'/EV

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4

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5981020916

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16ga. EW column, 5.63" x 1.5", 25'-0 /EV

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2

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5981021016

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16ga. EW column, 5.63" x 1.5", 27'-6 /EV

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3

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5984000318

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18ga. BSW column, 5.5" x 1.5", 10-4/EV

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6

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5985003618

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18ga. EXT. girt, 2'-6" long

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30

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5985003218

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18ga. EXT. girt, 5.63 x 4'-11 1/4"

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5

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5987001018

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18ga. PT. rake angle, 16' long

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18ga. 12" STR. jamb, LH, 10'-4", IWHT

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Sheet No.

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(800/356-5824) (Local 608/837-7899)

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B

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T

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MARK DAVENPORT

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JUNE 30,

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2020

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P-51634

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MAS

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C2

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1/2" = 1'-0"

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385 REDMAN ROAD

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MONROE, MI

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222791

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5911071618

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5981020716

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823419

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5981020716

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5987001018

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B

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%%UNO NOTCHED BLANK ENDWALL ELEVATION, 1/4" PITCH (INTERIOR VIEW)%%U

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1

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C1

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3

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C1

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08

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5981020316

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5981020316

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102702

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7

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C1

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5984000318

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BLANK SIDEWALL

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5984000318

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9

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C1

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39

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ENDWALL PURLIN

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7

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C1

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5984000318

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BLANK SIDEWALL

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5984000318

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9

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C1

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39

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252012200

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5911022516

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5050022718

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5984000318

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FIELD CUT

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252012200

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5911080018

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5911002614

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FIELD CUT

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FIELD CUT

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16

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C1

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17

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C1

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5911071618

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FIELD CUT

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444096

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444097

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0.4

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102702

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252012200

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20ga. stud, 5 1/2" x 1 1/2" 10'-2"

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444096

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444097

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8

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5050022718

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18ga. cap filler / clip, girt

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5

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5911002614

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2

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5911022516

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16ga. EXT. wall top track 5.88" x 5'-0" long

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5911071618

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5911080018

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4

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5981020316

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16ga. EW column, 5.63" x 1.5", 10'-0 /EV

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4

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5981020716

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16ga. EW column, 5.63" x 1.5", 20'-0'/EV

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823419

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14

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5984000318

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18ga. BSW column, 5.5" x 1.5", 10-4/EV

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4

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5987001018

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6

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8

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2

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1

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5

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14ga. stub header 5.5" x 10'-0" long

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14ga. stub header 5.5" x 15'-0" long

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18ga. notched base track 5.75" x 10'-0" long

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18ga. notched base track 5.75" x 15'-0" long

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14

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16ga. stub column, 5.63" x 1.5", FIELD CUT

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B

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C1

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08

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PARTS PROVIDED FOR OUR BUILDINGS OFTEN NEED FIELD CUTTING. ALL FIELD CUTS SHOULD BE DONE WITH ACCURATE MEASUREMENTS AND QUALITY TOOLS TO ASSURE THAT GOOD APPEARANCE IS NOT COMPROMISED. OUR SILL TRIM OFTEN NEEDS TO BE NOTCHED FOR CLEARANCE OF BOLT HEADS OR OTHER OBSTRUCTIONS. LAP JOINTS SHOULD ALWAYS BE ARRANGED TO SHED WATER FROM OVERHEAD OR FROM THE PREVAILING WIND DIRECTION. GOOD QUALITY & ACCURATE FIELD CUTS WILL MINIMIZE THE AMOUNT OF CAULK NEEDED AND PROVIDE FOR A GOOD APPEARANCE.

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FIELD CUTTING

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FOUNDATION SHOWN WITH A NOTCH. REFER TO FOUNDATION PLAN FOR ACTUAL FOUNDATION LAYOUT. INSTALL SILL PLATE SEALER (#102702) UNDER THE BASE TRACK AT ANY NO NOTCH BLANK WALL.

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EXTERIOR COLUMN & NOTCH LAYOUT

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5987001018

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5987001118

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2

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5987001118

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DESCRIPTIONPART #

PART # INDEX

QTY.

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.

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(800/356-5824) (Local 608/837-7899)

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B

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5992020916

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5992020716

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5992020716

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01

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5992020916

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10'-4" REF.

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A

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%%UINTERIOR WALL FRAMING ELEVATION, 1/4" PITCH%%U

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1

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C3

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2

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C3

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5050020012

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8

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C3

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PARTITION PANEL NOT SHOWN, SEE PARTITION DETAILS

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BLANK SIDEWALL

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6

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C3

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5

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C3

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5950030618

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5984000318

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39

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7

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C3

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DOOR SIDEWALL

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3

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C3

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4

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C3

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5050020112

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5950000518

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5970000363

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5050022218

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5992021016

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CORRIDOR LOCATION

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5992020116

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5992020516

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5992020516

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5995130912

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5992020316

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5992020316

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BASE TRACK

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02

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5987001618

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INTERIOR COLUMN/BASE PLATE CONNECTION

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2

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NOTE: RIGHT SIDE SHOWN, LEFT SIDE MIRROR THIS DETAIL. RIGHT SIDE SHOWN, LEFT SIDE MIRROR THIS DETAIL.RIGHT SIDE SHOWN, LEFT SIDE MIRROR THIS DETAIL.

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01

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2 PLCS

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COLUMN

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L

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S

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L

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760300

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760110

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CONCRETE SCREW

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02

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NOTE: POWDER ACTUATED POWDER ACTUATED FASTENERS (OPTIONAL ZAMAC HAMMER SCREW ANCHOR) SUPPLIED BY OTHERS, ARE REQUIRED AT ALL BASE PLATES WITH SINGLE CONCRETE SCREWS.

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BASE PLATE

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JAMB/SUPPORT CONNECTION

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3

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NOTE: RIGHT SIDE SHOWN, LEFT SIDE MIRROR THIS DETAIL. SIDE SHOWN, LEFT SIDE MIRROR THIS DETAIL.LEFT SIDE MIRROR THIS DETAIL. SIDE MIRROR THIS DETAIL.

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JAMB

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S

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L

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760110

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760300

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SUPPORT, SW

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BASE PLATE

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JAMB CLIP

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4

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JAMB/SUPPORT/BASE PLATE CONNECTION

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NOTE: RIGHT SIDE SHOWN, LEFT SIDE MIRROR THIS DETAIL. SIDE SHOWN, LEFT SIDE MIRROR THIS DETAIL.LEFT SIDE MIRROR THIS DETAIL. SIDE MIRROR THIS DETAIL.

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S

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01

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2 PLCS

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JAMB

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SUPPORT, SW

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760300

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760110

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CONCRETE SCREW

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BASE PLATE

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JAMB CLIP

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COLUMN

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BLANK SIDEWALL COLUMN @ SUPPORT CONNECTION

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7

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19

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SUPPORT, BW

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760110

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760300

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760300

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760110

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88

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COLUMN

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CORRIDOR AREA

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BASE

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PLATE

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8

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CORRIDOR FRAMING DETAIL

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5'-0"

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5'-0" REF

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88

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S

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CORRIDOR AREA

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PLATE

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BASE

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COLUMN

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5'-0"

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4'-10" REF

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TYPICAL @ RIDGE ONLY

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TYPICAL

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INTERIOR COLUMN, PURLIN, RAKE ANGLE CONNECTION

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S

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COLUMN

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ANGLE

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RAKE

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PURLIN

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4 PLCS

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PURLIN

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760110

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760300

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S

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100

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NOTE: FASTEN RAKE ANGLE TO COLUMN. AND PURLIN WITH (2) 760600 EA. LEG

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SUPPORT

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5

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SIDEWALL COLUMN/RAKE ANGLE CONNECTION @ BLANK WALL

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RAKE

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ANGLE

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COLUMN

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760300

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760110

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tructural

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ine

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L

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EAVE/TOP

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TRACK

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NOTE: REFER TO SIDEWALL PAGE FOR INSTALLATION OF EAVE/TOP TRACK

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INSTALL UNDER PURLINS AFTER VAPOR BARRIER HAS BEEN INSTALLED. FIELD CUT AS NEEDED

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SIDEWALL COLUMN/BASE ANGLE CONNECTION @ BLANK WALL

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COLUMN

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01

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39

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TRACK

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19

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SUPPORT, BW

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760110

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760300

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CONCRETE SCREW

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02

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ine

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L

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S

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ine

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INTERIOR COLUMN/PURLIN CLIP CONNECTION DETAIL

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27

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S

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ine

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INTERIOR

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COLUMN

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760300

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760110

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CLIP

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28

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760300

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760110

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PURLIN

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100

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S

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tructural

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ine

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L

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INTERIOR COLUMN/PURLIN CONNECTION DETAIL

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S

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tructural

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ine

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L

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S

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tructural

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ine

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L

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5050047212

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28

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C3

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27

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C3

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5987001118

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5987001118

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MARK DAVENPORT

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JUNE 30,

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2020

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P-51634

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MAS

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C3

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1/2" = 1'-0"

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385 REDMAN ROAD

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MONROE, MI

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222791

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11

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5050020012

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12ga. Interior base plate

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2

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5050020112

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12ga. DBL. jamb, base plate

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3

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5050022218

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18ga. DBL. jamb clip

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5050047212

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1

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5950000518

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18ga. PT. support jamb, 10'-4"

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1

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5950030618

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18ga. support, insul, BW, 10'-4" EV

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1

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5970000363

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18ga. DBL. jamb, 10'-4", IWHT

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2

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5984000318

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18ga. BSW column, 5.5" x 1.5", 10-4/EV

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2

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5987001118

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AutoCAD SHX Text

1

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5987001618

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AutoCAD SHX Text

1

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5992020116

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16ga. interior column, 3.63" x 2", 5'/EV

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2

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5992020316

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AutoCAD SHX Text

2

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5992020516

AutoCAD SHX Text


AutoCAD SHX Text

2

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5992020716

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AutoCAD SHX Text

2

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5992020916

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AutoCAD SHX Text

1

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5992021016

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16ga. interior column, 3.63" x 2", 27.5'/EV

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5995130912

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1

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12ga. purlin clip

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1

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STUB COLUMN & HEADER CONNECTION DETAIL

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9

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STUB COLUMN

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COLUMNS

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60

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STUB HEADER

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760600

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760110

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760300

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PURLIN

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COLUMNS

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100

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STUB HEADER SIDEWALL @ CONNECTION DETAIL

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11

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760600

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S

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L

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ine

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S

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L

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STUB HEADERS

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(TYPICAL)

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SIDEWALL

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COLUMNS

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"DOUBLE STUB POST HEADER"

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BLANK SW COLUMNS TO TRACK CONNECTION

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11A

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COLUMN

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TRACK

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760110

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760300

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"DOUBLE STUB POST HEADER"

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01

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CONCRETE SCREW

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02

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STUB HEADER & INTERIOR COLUMN CONNECTION DETAIL

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12

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STUB HEADER

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INTERIOR

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COLUMN

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760600

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S

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L

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tructural

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ine

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tructural

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S

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L

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STUB HEADER

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760300

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760110

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STUB COLUMN

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STUB COLUMN TO STUB HEADER CONNECTION DETAIL

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13

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tructural

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S

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L

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L

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S

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INT. BASE PLATE CONNECTION DETAIL W/ STUB HEADER

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14

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COLUMN

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INTERIOR

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CONCRETE SCREW

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760600

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NOTE: USE (2) SCREWS ON BOTH SIDE OF BASE PLATE TO FASTEN THE SECOND INTEROR COLUMN

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760300

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760110

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S

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ine

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L

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S

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tructural

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ine

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L

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S

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tructural

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ine

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L

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S

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tructural

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ine

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L

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NOTE: BOTH POWDER ACTUATED FASTENER AND BOTH POWDER ACTUATED FASTENER AND CONCRETE SCREW FASTENER REQUIRED AT ALL INTERIOR BASE PLATE LOCATIONS.

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BASE PLATE

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INTERIOR COLUMN, PURLIN, CONNECTION

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1B

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S

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ine

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L

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COLUMN

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PURLIN

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4 PLCS

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NOTE: RIGHT SIDE SHOWN, LEFT SIDE MIRROR THIS DETAIL.

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PURLIN

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760110

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760300

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S

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tructural

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ine

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L

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100

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SUPPORT

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19

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5B

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SIDEWALL COLUMN CONNECTION @ BLANK WALL

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COLUMN

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760300

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760110

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tructural

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ine

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L

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S

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S

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L

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ine

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EAVE/TOP

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TRACK

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NOTE: REFER TO SIDEWALL PAGE FOR INSTALLATION OF EAVE/TOP TRACK

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01

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02

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100

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7" PURLINS (AS SHOWN) HAVE TWO-BOLT CONNECTIONS ON EACH END. 12" PURLINS REQUIRE THREE-BOLT CONNECTIONS ON EACH END.

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7" & 12" PURLINS:

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BLANK SIDEWALL PARTITION SUPPORT IS ONLY REQUIRED WHERE AN INTERIOR PARTITION PANEL WALL INTERSECTS WITH THE BLANK SIDEWALL. REVIEW YOUR FLOOR PLAN FOR LOCATION AND QUANTITY OF BLANK SIDEWALL SUPPORTS. THE BLANK SIDEWALL SUPPORT MAY NEED TO BE FIELD CUT TO THE PROPER HEIGHT. INSULATED SIDEWALLS WILL USE A ZEE SHAPED SUPPORT, DIFFERENT FROM THE ONE SHOWN. SEE INSULATION DETAILS IF YOU HAVE INSULATED SIDEWALLS. SEE FLOOR PLAN FOR PARTITION CHANNEL PART NUMBERS.

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PARTITION SUPPORT AT BLANK WALL

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39

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52

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HOLES AT THE CENTER OF THE BASE PLATES ARE USED AS A AID TO LOCATE BASEPLATES ON THE STRUCTURAL LINES (CHALK LINES).

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BASE PLATE REFERENCE HOLES

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60

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STUB HEADERS AND STUB COLUMNS ARE REQUIRED TO SPAN A BAY WHERE AN INTERIOR COLUMN TO SUPPORT THE PURLIN IS NOT DESIRED. THE STUB HEADER MUST BE FIELD LOCATED SO THAT THE PURLINS ARE LEVEL AND IN THE SAME PLANE AS THE ADJACENT PURLINS TO MAINTAIN A UNIFORM ROOF PITCH. TEK-SCREW THE STUB HEADER TO THE INTERIOR COLUMNS OR SIDEWALL SUPPORTS. THE STUB COLUMN & STUB HEADER WILL BE FASTENED THROUGH THE BOLT HOLES PROVIDED. (UNLESS NOTED) PLACE THE STUB COLUMN IN THE HOLES THAT ALIGN THE COLUMN AND PURLIN WEBS IN THE SAME PLANE. THE STUB HEADER WEB SHOULD BE INSTALLED ON THE STRUCTURAL LINE OF THE COLUMNS.

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STUB HEADER AND COLUMNS

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88

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ALL CORRIDOR LOCATIONS REQUIRE THE BASE PLATES TO BE ORIENTED AS SHOWN IN DETAIL. NO PART OF THE BASE PLATE SHOULD PROTRUDE INTO THE CORRIDOR AREA. SEE CORRIDOR FLOOR PLAN FOR PROPER CORRIDOR LOCATIONS AND COLUMN ORIENTATION.

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COLUMN BASE PLATE ORIENTATION

DESCRIPTIONPART #

PART # INDEX

QTY.

DESCRIPTIONPART #

PART # INDEX

QTY.

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5992020916

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5992020716

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5992020716

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01

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5992020916

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10'-4" REF.

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A

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1B

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C3

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2

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C3

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5050020012

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8

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C3

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BLANK SIDEWALL

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6

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C3

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5B

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C3

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5994000318

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5984000318

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39

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7

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C3

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CORRIDOR LOCATION

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5992020116

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5992020516

AutoCAD SHX Text

5992020316

AutoCAD SHX Text

5993010218

AutoCAD SHX Text

BASE TRACK

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02

AutoCAD SHX Text

5939005316

AutoCAD SHX Text

5938005616

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60

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5993010218

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5993010218

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BLANK SIDEWALL

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12

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C3

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13

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C3

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9

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C3

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7

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5050020012

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AutoCAD SHX Text

1

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5938005616

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16ga. stub header, 5'-4" long

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1

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5939005316

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16ga. stub COL., 1'-3.5" long

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2

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5984000318

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18ga. BSW column, 5.5" x 1.5", 10-4/EV

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1

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5992020116

AutoCAD SHX Text


AutoCAD SHX Text

1

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5992020316

AutoCAD SHX Text


AutoCAD SHX Text

1

AutoCAD SHX Text

5992020516

AutoCAD SHX Text


AutoCAD SHX Text

2

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5992020716

AutoCAD SHX Text


AutoCAD SHX Text

2

AutoCAD SHX Text

5992020916

AutoCAD SHX Text


AutoCAD SHX Text

3

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5993010218

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18ga. 2DRY. COL.,3.5 x 1.75",telescope

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1

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5994000318

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18ga. BSW column, 3.63" x 1.5", 10-4/EV

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5992020916

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5992020716

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01

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10'-4" REF.

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B

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1

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C3

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2

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C3

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5050020012

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BLANK SIDEWALL

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5994000314

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5984000314

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DOOR SIDEWALL

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3

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C3

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4

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C3

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5050020112

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5950000518

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5970000363

AutoCAD SHX Text

5050022218

AutoCAD SHX Text

5992020516

AutoCAD SHX Text

5995130912

AutoCAD SHX Text

5992020316

AutoCAD SHX Text

5992020316

AutoCAD SHX Text

BASE TRACK

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02

AutoCAD SHX Text

5050047212

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28

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C3

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27

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C3

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5987001018

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1

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12ga. purlin clip

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1

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14

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C3

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5939005316

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60

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5938001514

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5938000214

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60

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12

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C3

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13

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C3

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9

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C3

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11A

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C3

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5939023416

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5939005316

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11

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C3

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6

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5050020012

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2

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5050020112

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P-51634

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MAS

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C4

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385 REDMAN ROAD

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MONROE, MI

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222791

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STUB HEADERS AND STUB COLUMNS ARE REQUIRED TO SPAN A BAY WHERE AN INTERIOR COLUMN TO SUPPORT THE PURLIN IS NOT DESIRED. THE STUB HEADER MUST BE FIELD LOCATED SO THAT THE PURLINS ARE LEVEL AND IN THE SAME PLANE AS THE ADJACENT PURLINS TO MAINTAIN A UNIFORM ROOF PITCH. TEK-SCREW THE STUB HEADER TO THE INTERIOR COLUMNS OR SIDEWALL SUPPORTS. THE STUB COLUMN & STUB HEADER WILL BE FASTENED THROUGH THE BOLT HOLES PROVIDED. (UNLESS NOTED) PLACE THE STUB COLUMN IN THE HOLES THAT ALIGN THE COLUMN AND PURLIN WEBS IN THE SAME PLANE. THE STUB HEADER WEB SHOULD BE INSTALLED ON THE STRUCTURAL LINE OF THE COLUMNS.

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STUB HEADER AND COLUMNS

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MARK DAVENPORT

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JUNE 30,

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2020

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P-51634

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MAS

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C5

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1/2" = 1'-0"

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385 REDMAN ROAD

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MONROE, MI

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222791

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1B

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C3

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#1 - ADDED RTU

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SDD 8/12/20

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(800/356-5824) (Local 608/837-7899)

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PART. SUPPORT

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760600

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TOP CHANNEL

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BLANK SIDEWALL

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760600

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STARTER JAMB

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EAVE CHANNEL

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PURLIN

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PURLIN BRIDGING CONNECTION @ BSW COLUMN DETAIL

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NOTE: FIELD SCREW CLIP TO BLANK SIDEWALL COLUMN

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SW COLUMN

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MARK DAVENPORT

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JUNE 30,

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2020

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P-51634

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MAS

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C6

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1/8" = 1'-0"

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385 REDMAN ROAD

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MONROE, MI

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222791

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F.5

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3

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C6

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FASTEN STRAP WITH (4) #12 X " SELF DRILLING SCREWS, P/N 760600, AT EACH END. 34" SELF DRILLING SCREWS, P/N 760600, AT EACH END. NOTE THE STRAPS MUST BE INSTALLED AFTER WALLS OR ROOF SECTIONS ARE SQUARED & PLUMBED. ALL STRAPS ARE TO BE INSTALLED SO THEY ARE STRAIGHT & TIGHT (UNDER TENSION). REFER TO ROOF PLAN OR FLOOR FOR EXACT LOCATION AND PLACEMENT OF ALL BRACING.

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STRAP CROSS BRACING

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THE HAT CHANNEL AND RAFTER SYSTEM IS A STANDARD IN ANY ODD WIDTH 1/4:12 BUILDING WHERE THE CORRIDOR RUNS DOWN THE CENTER OF THE BUILDING. SEE THE ENDWALL AND INTERIOR WALL PAGES RELATED TO THIS BUILDING FOR THE CONNECTION DETAILS.

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HAT CHANNEL & RAFTER DETAILS

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16ga. strap bracing, 18'-2" long

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16ga. bridging purlin clip

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18ga. purlin bridging, 4'-9 1/4" long

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16ga. starter purlin, 10" x 3" x 9'-8"

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16ga. endwall purlin, 10" x 3" x 10'-1.5"

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ROOF TOP UNIT FRAMING DETAIL

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FIELD VERIFY F.O. SIZE WITH ROOF HATCH MANUFACTURER SPECIFICATIONS

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6030000116

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(FIELD CUT)

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FIELD LOCATE AND DRILL HOLES FOR ROOF HATCH FRAMING CONNECTIONS.

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475600

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760300

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PURLIN

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ROOF TOP UNIT FRAMING CONNECTION DETAIL

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FIELD LOCATE AND DRILL HOLES FOR ROOF HATCH FRAMING CONNECTIONS.

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PURLIN

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760110

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DESCRIPTIONPART #

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PURLIN BRIDGING CONNECTION @ BSW COLUMN DETAIL

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MARK DAVENPORT

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JUNE 30,

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2020

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P-51634

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MAS

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C6

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1/8" = 1'-0"

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385 REDMAN ROAD

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MONROE, MI

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222791

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6030000612

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F.5

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C6

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C6

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FASTEN STRAP WITH (4) #12 X " SELF DRILLING SCREWS, P/N 760600, AT EACH END. 34" SELF DRILLING SCREWS, P/N 760600, AT EACH END. NOTE THE STRAPS MUST BE INSTALLED AFTER WALLS OR ROOF SECTIONS ARE SQUARED & PLUMBED. ALL STRAPS ARE TO BE INSTALLED SO THEY ARE STRAIGHT & TIGHT (UNDER TENSION). REFER TO ROOF PLAN OR FLOOR FOR EXACT LOCATION AND PLACEMENT OF ALL BRACING.

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STRAP CROSS BRACING

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THE HAT CHANNEL AND RAFTER SYSTEM IS A STANDARD IN ANY ODD WIDTH 1/4:12 BUILDING WHERE THE CORRIDOR RUNS DOWN THE CENTER OF THE BUILDING. SEE THE ENDWALL AND INTERIOR WALL PAGES RELATED TO THIS BUILDING FOR THE CONNECTION DETAILS.

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HAT CHANNEL & RAFTER DETAILS

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6030002916

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6030002916

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6030002916

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478021800

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16ga. strap bracing, 18'-2" long

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5050022016

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16ga. bridging purlin clip

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5900037116

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18ga. purlin bridging, 4'-9 1/4" long

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16ga. starter purlin, 10" x 3" x 9'-8"

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16ga. endwall purlin, 10" x 3" x 10'-1.5"

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(800/356-5824) (Local 608/837-7899)

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MARK DAVENPORT

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AUGUST 12

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2020

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P-51634

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SDD

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C7

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1/2" = 1'-0"

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385 REDMAN ROAD

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MONROE, MI

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222791

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HORIZONTAL BRACING

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INTERIOR

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COLUMN

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760600

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NOTE: INSTALL HORIZONTAL BRACING AT THE CENTER POINT OF THE TALLEST COLUMN ON OPPOSITE SIDE FROM PARTITION PANEL.

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HORIZONTAL BRACING BRACING DETAIL

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10

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5050020012

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BLANK SIDEWALL

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MARK DAVENPORT

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AUGUST 12

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P-51634

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SDD

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385 REDMAN ROAD

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5987001118

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5050001280

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10

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C7

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%%UAT COLULMN LINES 17 AND 18 - TO SUPPORT RTU

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STARTER JAMB

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SW COLUMN

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760300

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760110

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STARTER JAMB TOP CONNECTION

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NOTE: LEFT EW SHOWN RIGHT EW WILL MIRROR THIS DETAIL

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JAMB CLIP

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GIRT TO STARTER JAMB CONNECTION

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2

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STARTER JAMB

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SW COLUMN

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760110

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760300

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GIRT

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JAMB CLIP

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9

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COLUMN TO EAVE TRACK CONNECTION

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SW COLUMN

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760110

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760300

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TRACK

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SPAN CHANNEL

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07

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NOTE: THIS DETAIL SHOWS THE HOLES TO USE WHEN COLUMNS ARE ON A NOTCHED FOUNDATION.

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10

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BOTTOM OF DOOR JAMB CONNECTION DETAIL

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DOOR JAMB

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760300

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760110

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CONCRETE SCREW

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SUPPORT, SW

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DOOR JAMB CLIP DETAIL

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760300

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DOOR JAMB

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760110

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SUPPORT, SW

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JAMB CLIP

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TOP OF DOOR JAMB CONNECTION DETAIL

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HEADER

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760110

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760300

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DOOR JAMB

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07

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SUPPORT, SW

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CHANNEL

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EAVE SPAN

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NOTE: HEADERS ARE DESIGNED TO BE " 12" ABOVE THE TOP OF THE DOUBLE JAMBS WHEN INSTALLED. CORNER JAMBS AND STARTER JAMBS SHOULD LINE UP FLUSH WITH TOP OF HEADERS..

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BASE PLATE

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760600

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NOTE: TEK SCREW IF BOLT HOLES ARE NOT AN OPTION

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TOP OF JAMB/A-PANEL CONNECTION DETAIL

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13

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HEADER

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07

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EAVE SPAN

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CHANNEL

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SUPPORT, BW

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760600

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760110

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STARTER JAMB

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JAMB/A-PANEL CONNECTION DETAIL @ GIRT

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14

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GIRT

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SW COLUMNS

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SUPPORT, BW

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19

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JAMB CLIP

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15

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BOTTOM OF JAMB/A-PANEL CONNECTION DETAIL

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760300

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760110

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CONCRETE SCREW

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CONCRETE SCREW

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01

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TRACK

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SUPPORT, BW

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02

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02

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JAMB CLIP

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BASE PLATE

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TEK-SCREW *

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5/16-18 x 1" BOLT *

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. Adjustments

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WARNING

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Components under Extreme Spring Tension can

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and repairs must be made by a qualified door

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mechanic using proper tools and instructions.

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Serious Injury

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cause

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Death

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DOOR JAMB

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DOOR BRACKET AND DOOR JAMB CONNECTION DETAIL

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* INCLUDED IN DOOR HARDWARE PACKAGE

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NOTE: NON-WINDLOCK DOOR BRACKET SHOWN. SEE WINDLOCK DETAIL WHEN MOUNTING WINDLOCK DOORS

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NOTE: TYPICAL DOOR JAMB SHOWN. ALL OTHER DOOR JAMBS ARE SIMILAR

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TOP OF JAMB/A-PANEL CONNECTION DETAIL

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13N

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HEADER

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STARTER JAMB

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07

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760300

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760110

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SW COLUMNS

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EAVE TRACK

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EAVE SPAN

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CHANNEL

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SW COLUMNS

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19

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SUPPORT, BW

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760600

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760600

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tructural

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ine

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L

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RAKE ANGLE

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27

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JAMB CLIP

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15N

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BOTTOM OF JAMB/A-PANEL CONNECTION DETAIL

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760300

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760110

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S

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CONCRETE SCREW

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CONCRETE SCREW

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01

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01

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SW COLUMNS

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TRACK

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19

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SUPPORT, BW

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02

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02

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SILL PLATE SEALER

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JAMB CLIP

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BASE PLATE

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SECTIONAL DOOR SUPPORT DETAIL

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79

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HEADER

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HEADER SUPPORT

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760600

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(7) EACH END

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CENTER SUPPORT

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NOTE: REFER TO SECTIONAL DOOR MANUFACTURERS RECOMMENDATION FOR LOCATION OF CENTER SUPPORT

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SECTIONAL DOOR SUPPORT DETAIL

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78

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HEADER

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DOOR JAMB

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HEADER SUPPORT

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760600

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(6) EACH END

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S

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STARTER JAMB

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SW COLUMN

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TRACK TO STARTER JAMB CONNECTION

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3

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760300

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760110

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02

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CONCRETE SCREW

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TRACK

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01

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FIELD NOTCH

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SILL PLATE SEALER

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CONCRETE SCREW

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01

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02

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JAMB CLIP

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BASE PLATE

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BLANK SW COLUMNS TO EAVE TRACK CONNECTION

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4N

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TRACK

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SW COLUMNS

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760110

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760300

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tructural

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S

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ine

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L

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S

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L

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tructural

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ine

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SPAN CHANNEL

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07

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19

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SUPPORT, BSW

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SW COLUMNS

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GIRT

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760110

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760300

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GIRT

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BLANK SW COLUMNS TO GIRT CONNECTION

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5

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S

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L

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ine

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19

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SUPPORT, BSW

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NOTE: ONLY ONE BOLT REQUIRED AT EACH GIRT LOCATION TO BOLT COLUMNS TOGETHER.

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760110

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760300

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760300

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760110

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SW COLUMNS

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TRACK

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BLANK SW COLUMNS TO TRACK CONNECTION

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6N

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S

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L

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tructural

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ine

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tructural

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S

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L

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02

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01

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VIEW

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SIDEWALL

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CONCRETE SCREW

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19

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SUPPORT, BSW

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SILL PLATE SEALER

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BLANK SW TO BLANK EW CONNECTION

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7N

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TRACK

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760110

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760300

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SW COLUMN

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S

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L

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tructural

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ine

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tructural

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S

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L

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SPAN CHANNEL

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07

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SIDEWALL

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VIEW

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NOTE: RIGHT SW SHOWN LEFT SW WILL MIRROR THIS DETAILRIGHT SW SHOWN LEFT SW WILL MIRROR THIS DETAIL SW SHOWN LEFT SW WILL MIRROR THIS DETAILSW SHOWN LEFT SW WILL MIRROR THIS DETAILW SHOWN LEFT SW WILL MIRROR THIS DETAILLEFT SW WILL MIRROR THIS DETAIL SW WILL MIRROR THIS DETAILSW WILL MIRROR THIS DETAILW WILL MIRROR THIS DETAIL

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ENDWALL

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VIEW

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9N

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COLUMN TO EAVE CHANNEL CONNECTION (NO NOTCH)

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SW COLUMN

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760110

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760300

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TRACK

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SPAN CHANNEL

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07

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NOTE: THIS DETAIL SHOWS THE HOLES TO USE WHEN COLUMNS ARE ON A NO NOTCHED FOUNDATION.

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4E

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BLANK SW COLUMNS TO EAVE STRUT CONNECTION (NO NOTCH)

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EAVE STRUT

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SW COLUMNS

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760110

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760300

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tructural

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S

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ine

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L

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S

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L

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tructural

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ine

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SPAN CHANNEL

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07

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19

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SUPPORT, BSW

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RAKE ANGLE

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7E

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EAVE STRUT

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760110

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760300

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SW COLUMN

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S

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L

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tructural

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ine

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tructural

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S

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ine

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L

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SPAN CHANNEL

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SIDEWALL

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VIEW

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NOTE: RIGHT SW SHOWN LEFT SW WILL MIRROR THIS DETAIL FIELD NOTCH BOTTOM FLANGE OF EAVE STRUT.

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ENDWALL

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VIEW

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BLANK SW TO BLANK EW CONNECTION (NO NOTCH)

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9E

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COLUMN TO EAVE STRUT CONNECTION (NO NOTCH)

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SW COLUMN

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760110

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760300

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EAVE STRUT

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SPAN CHANNEL

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07

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NOTE: THIS DETAIL SHOWS THE HOLES TO USE WHEN COLUMNS ARE ON A NO NOTCHED FOUNDATION.

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760300

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760110

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SW COLUMN

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TRACK

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BLANK SW TO BLANK EW TRACK CONNECTION

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8

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S

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L

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tructural

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ine

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ine

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tructural

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L

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S

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02

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01

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NOTE: RIGHT SW SHOWN LEFT SW WILL MIRROR THIS DETAILRIGHT SW SHOWN LEFT SW WILL MIRROR THIS DETAILW SHOWN LEFT SW WILL MIRROR THIS DETAILLEFT SW WILL MIRROR THIS DETAILW WILL MIRROR THIS DETAIL

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SIDEWALL

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VIEW

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VIEW

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ENDWALL

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CONCRETE SCREW

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SILL PLATE SEALER

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Sheet No.

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Order No.

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Scale

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Plan No.

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Job Description

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Drawn by

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Date

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Sheet Title

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REVISION

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By

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Date

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.

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.

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(800/356-5824) (Local 608/837-7899)

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B

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T

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S

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MARK DAVENPORT

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JUNE 30,

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2020

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P-51634

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MAS

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E1

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1/2" = 1'-0"

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385 REDMAN ROAD

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MONROE, MI

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222791

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01

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02

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07

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EAVE SPAN CHANNEL

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WHEN INSTALLING THE EAVE SPAN CHANNELS START WITH A 5' CHANNEL FOLLOWED WITH 10' AND END WITH A 5' EAVE SPAN CHANNEL. CHANNELS WILL OVERLAP AT EACH END. SPAN CHANNELS SHOULD START AND END AT THE MIDPOINT OF A BAY WHENEVER POSSIBLE. SEE ROOF FRAMING PLAN TO DETERMINE WHICH P/N'S TO START & END WITH. INSTALL BOLTS TO SPAN CHANNELS THROUGH TOP TRACKS OR HEADERS @ 2'-0" OC. FIELD CUT EXCESS AT END OF RUN.

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19

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27

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AT A JAMB TO BLANK SIDEWALL TRANSITION, THE TOP FLANGE WILL NEED TO FASTEN TO THE EAVE TRACK. THE TOP FLANGE CAN BE LOCATED ON EITHER SIDE OF THE STRUCTURAL LINE. THE VERTICAL LEG MUST FALL ON THE STRUCTURAL LINE.

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RAKE ANGLE

DESCRIPTIONPART #

PART # INDEX

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B

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%%UTYPICAL BSW SECTIONAL%%U

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GIRT

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GIRT

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COLUMN

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BLANK SIDEWALL

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EAVE CHANNEL

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BLANK SIDEWALL

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EAVE/TOP TRACK

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9

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E1

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BASE TRACK

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BLANK SIDEWALL

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C

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%%UTYP. DOOR SW SECTION%%U

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HEADER

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DOUBLE JAMB

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BASE CLIP

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CLIP

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DOUBLE JAMB

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SIDEWALL JAMB

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SUPPORT

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DOOR JAMB

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BASE CLIP

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DOUBLE JAMB

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BASE CLIP

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DOUBLE JAMB

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DOUBLE JAMB

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CLIP

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SUPPORT

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SIDEWALL JAMB

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DOUBLE JAMB

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BASE CLIP

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DOOR JAMB

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%%UDOOR JAMB SUB-ERECTION DETAIL%%U

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D

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D

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BN

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9N

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E1

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BASE TRACK

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BLANK SIDEWALL

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BLANK SIDEWALL

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COLUMN

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EAVE/TOP TRACK

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BLANK SIDEWALL

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EAVE CHANNEL

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GIRT

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GIRT

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SILL PLATE

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SEALER

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5984000318

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5984000318

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5909000116

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5985003118

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102702

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4E

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E1

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5984000318

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5911002514

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5984000318

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5910002514

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5985003118

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102702

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5984000318

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5909007716

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%%USIDEWALL ELEVATION (INTERIOR VIEW)%%U

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A

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8N

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E1

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7E

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E1

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BLANK

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ENDWALL

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5984000318

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5984000318

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102702

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5984000318

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5984000318

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5909007716

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5985048218

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102702

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BE

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E2

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BE

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9E

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E1

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BASE TRACK

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BLANK SIDEWALL

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BLANK SIDEWALL

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COLUMN

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EAVE STRUT

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BLANK SIDEWALL

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EAVE CHANNEL

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SILL PLATE

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SEALER

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252012200

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5050022718

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5984000318

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5911071618

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5911002614

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5911002614

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5911002614

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FIELD CUT

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FIELD CUT

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FIELD CUT

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102702

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252003550

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20ga. stud, 5 1/2" x 1 1/2" 2'-11.50"

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252012200

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20ga. stud, 5 1/2" x 1 1/2" 10'-2"

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5050022718

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5909000116

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16ga. eave strut, 10'-0" long

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5909007716

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5910002514

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14ga. eave top track, 5.88" 10'-0" long

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5910003014

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5911002514

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5911002614

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5911004914

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14ga. top/base track 5.75" x 9'-6.5" long

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5911057718

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18ga. notched track, 5.75" x 5'-0" long

AutoCAD SHX Text

5911071618

AutoCAD SHX Text

5911072018

AutoCAD SHX Text

5984000318

AutoCAD SHX Text

18ga. BSW column, 5.5" x 1.5", 10-4/EV

AutoCAD SHX Text

5985003118

AutoCAD SHX Text

18ga. EXT. girt, 5.63 x 9'-11 1/4"

AutoCAD SHX Text

5985003218

AutoCAD SHX Text

18ga. EXT. girt, 5.63 x 4'-11 1/4"

AutoCAD SHX Text

5985006718

AutoCAD SHX Text

18ga. EXT. girt, 9'-6.5" long

AutoCAD SHX Text

5985048218

AutoCAD SHX Text

16ga. eave strut, 12'-6" long

AutoCAD SHX Text

18ga. notched track, 5.75" x 10'-0" long

AutoCAD SHX Text

18ga. notched track, 5.75" x 9'-6.5" long

AutoCAD SHX Text

18ga. EXT. girt, 12'-6" long

AutoCAD SHX Text

Sheet No.

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Order No.

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Scale

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Plan No.

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Job Description

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Drawn by

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Date

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Sheet Title

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REVISION

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By

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Date

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.

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.

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AutoCAD SHX Text


AutoCAD SHX Text

(800/356-5824) (Local 608/837-7899)

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AutoCAD SHX Text


AutoCAD SHX Text


AutoCAD SHX Text


AutoCAD SHX Text


AutoCAD SHX Text

B

AutoCAD SHX Text

T

AutoCAD SHX Text

S

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AutoCAD SHX Text

MARK DAVENPORT

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JUNE 30,

AutoCAD SHX Text

2020

AutoCAD SHX Text

P-51634

AutoCAD SHX Text

MAS

AutoCAD SHX Text

E2

AutoCAD SHX Text

1/2" = 1'-0"

AutoCAD SHX Text

385 REDMAN ROAD

AutoCAD SHX Text

MONROE, MI

AutoCAD SHX Text


AutoCAD SHX Text

222791

AutoCAD SHX Text

5984000318

AutoCAD SHX Text

5911002514

AutoCAD SHX Text

5984000318

AutoCAD SHX Text

5910002514

AutoCAD SHX Text

5985003118

AutoCAD SHX Text

102702

AutoCAD SHX Text

5984000318

AutoCAD SHX Text

5911002514

AutoCAD SHX Text

5984000318

AutoCAD SHX Text

5910002514

AutoCAD SHX Text

5985003118

AutoCAD SHX Text

102702

AutoCAD SHX Text

5984000318

AutoCAD SHX Text

5911002514

AutoCAD SHX Text

5984000318

AutoCAD SHX Text

5910002514

AutoCAD SHX Text

5985003118

AutoCAD SHX Text

102702

AutoCAD SHX Text

5984000318

AutoCAD SHX Text

5910002514

AutoCAD SHX Text

8N

AutoCAD SHX Text

E1

AutoCAD SHX Text

7N

AutoCAD SHX Text

E1

AutoCAD SHX Text

5985006718

AutoCAD SHX Text

BLANK

AutoCAD SHX Text

ENDWALL

AutoCAD SHX Text

5984000318

AutoCAD SHX Text

5984000318

AutoCAD SHX Text

102702

AutoCAD SHX Text

5911004914

AutoCAD SHX Text

5984000318

AutoCAD SHX Text

5984000318

AutoCAD SHX Text

5910003014

AutoCAD SHX Text

5911002614

AutoCAD SHX Text

5985003218

AutoCAD SHX Text

102702

AutoCAD SHX Text

5984000318

AutoCAD SHX Text

5984000318

AutoCAD SHX Text

5910003014

AutoCAD SHX Text

5911002614

AutoCAD SHX Text

5985003218

AutoCAD SHX Text

102702

AutoCAD SHX Text


AutoCAD SHX Text

A

AutoCAD SHX Text

BN

AutoCAD SHX Text

E2

AutoCAD SHX Text

4N

AutoCAD SHX Text

E1

AutoCAD SHX Text

5

AutoCAD SHX Text

E1

AutoCAD SHX Text

6N

AutoCAD SHX Text

E1

AutoCAD SHX Text

5911057718

AutoCAD SHX Text

5911057718

AutoCAD SHX Text

5911071618

AutoCAD SHX Text

5911071618

AutoCAD SHX Text

5911071618

AutoCAD SHX Text

5911072018

AutoCAD SHX Text

252003550

AutoCAD SHX Text

5985048218

AutoCAD SHX Text

5911071618

AutoCAD SHX Text

FIELD CUT

AutoCAD SHX Text

5984000318

AutoCAD SHX Text

FIELD CUT

DESCRIPTIONPART #

PART # INDEX

AutoCAD SHX Text

5050022316

AutoCAD SHX Text

5050020412

AutoCAD SHX Text

5973022963

AutoCAD SHX Text

5958096163

AutoCAD SHX Text

1

AutoCAD SHX Text

E1

AutoCAD SHX Text

2

AutoCAD SHX Text

E1

AutoCAD SHX Text

3

AutoCAD SHX Text

E1

AutoCAD SHX Text

ENDWALL

AutoCAD SHX Text

BLANK

AutoCAD SHX Text

5050020112

AutoCAD SHX Text

5050020112

AutoCAD SHX Text

5970000363

AutoCAD SHX Text

5050022218

AutoCAD SHX Text

5950000518

AutoCAD SHX Text

12

AutoCAD SHX Text

E1

AutoCAD SHX Text

11

AutoCAD SHX Text

E1

AutoCAD SHX Text

10

AutoCAD SHX Text

E1

AutoCAD SHX Text

20

AutoCAD SHX Text

19

AutoCAD SHX Text

E1

AutoCAD SHX Text

5984000318

AutoCAD SHX Text

5984000318

AutoCAD SHX Text

5911002514

AutoCAD SHX Text

5984000318

AutoCAD SHX Text

5910002514

AutoCAD SHX Text

5985003118

AutoCAD SHX Text

5974000563

AutoCAD SHX Text

5050020412

AutoCAD SHX Text

5050022316

AutoCAD SHX Text

13

AutoCAD SHX Text

E1

AutoCAD SHX Text

15

AutoCAD SHX Text

E1

AutoCAD SHX Text

14

AutoCAD SHX Text

E1

AutoCAD SHX Text

5994000318

AutoCAD SHX Text

5958000663

AutoCAD SHX Text

5974000663

AutoCAD SHX Text

5050020412

AutoCAD SHX Text

5050022316

AutoCAD SHX Text

13

AutoCAD SHX Text

E1

AutoCAD SHX Text

15

AutoCAD SHX Text

E1

AutoCAD SHX Text

14

AutoCAD SHX Text

E1

AutoCAD SHX Text

5994000318

AutoCAD SHX Text

5958000663

AutoCAD SHX Text

C

AutoCAD SHX Text

E2

AutoCAD SHX Text

18ga. 12" STR. jamb, LH, 10'-4", IWHT

AutoCAD SHX Text

B

AutoCAD SHX Text

E2

AutoCAD SHX Text

5996002416

AutoCAD SHX Text

5050027516

AutoCAD SHX Text

5050037116

AutoCAD SHX Text

5050035716

AutoCAD SHX Text

5050020112

AutoCAD SHX Text


AutoCAD SHX Text

5050020412

AutoCAD SHX Text

12ga. STR. jamb, base plate

AutoCAD SHX Text

5050020912

AutoCAD SHX Text

12ga. 1'-4" dbl jamb base plate

AutoCAD SHX Text

5050022218

AutoCAD SHX Text


AutoCAD SHX Text

5050022316

AutoCAD SHX Text

16ga. STR. jamb clip

AutoCAD SHX Text

5050023218

AutoCAD SHX Text

18ga. 1'-4" dbl jamb clip

AutoCAD SHX Text

5050027516

AutoCAD SHX Text

16ga. PDL door clip, 4" x 2" x 1.5"

AutoCAD SHX Text

5050035116

AutoCAD SHX Text

16ga. support header, 9'-1.65",8-8 Sect. Door

AutoCAD SHX Text

5050035216

AutoCAD SHX Text

16ga. support header, 9'-6.5",9-0 Sect. Door

AutoCAD SHX Text

5050035716

AutoCAD SHX Text

5050037116

AutoCAD SHX Text

16ga. center support, 1-3 x 0-11.5

AutoCAD SHX Text

5950000518

AutoCAD SHX Text


AutoCAD SHX Text

5958000563

AutoCAD SHX Text

5958000663

AutoCAD SHX Text

5958096163

AutoCAD SHX Text

5970000363

AutoCAD SHX Text


AutoCAD SHX Text

5972000363

AutoCAD SHX Text

18ga. 16" double jamb, 10'-4", IWHT

AutoCAD SHX Text

5973022963

AutoCAD SHX Text

5974000563

AutoCAD SHX Text

18ga. STR. jamb, RH, 10'-4", IWHT

AutoCAD SHX Text

5974000663

AutoCAD SHX Text

18ga. STR. jamb, LH, 10'-4", IWHT

AutoCAD SHX Text

5994000318

AutoCAD SHX Text

18ga. BSW column, 3.63" x 1.5", 10-4/EV

AutoCAD SHX Text

5996002416

AutoCAD SHX Text

16ga. PDL Subcolumn, 5.5 wall x 7'-1.5" long

AutoCAD SHX Text

18ga. SW / EW header, 9'-0", IWHT

AutoCAD SHX Text


AutoCAD SHX Text


AutoCAD SHX Text

16ga. support header, 8'-11.65",8-6 Sect.Door

AutoCAD SHX Text

102702

AutoCAD SHX Text


AutoCAD SHX Text

252012200

AutoCAD SHX Text

20ga. stud, 5 1/2" x 1 1/2" 10'-2""

AutoCAD SHX Text

5050022718

AutoCAD SHX Text


AutoCAD SHX Text

5910002514

AutoCAD SHX Text


AutoCAD SHX Text

5910003014

AutoCAD SHX Text


AutoCAD SHX Text

5911002514

AutoCAD SHX Text


AutoCAD SHX Text

5911002614

AutoCAD SHX Text


AutoCAD SHX Text

5911004914

AutoCAD SHX Text

14ga. top/base track 5.75" x 9'-6.5" long

AutoCAD SHX Text

5984000318

AutoCAD SHX Text

18ga. BSW column, 5.5" x 1.5", 10-4/EV

AutoCAD SHX Text

5985003118

AutoCAD SHX Text

18ga. EXT. girt, 5.63 x 9'-11 1/4"

AutoCAD SHX Text

5985003218

AutoCAD SHX Text

18ga. EXT. girt, 5.63 x 4'-11 1/4"

AutoCAD SHX Text

5985006718

AutoCAD SHX Text

18ga. EXT. girt, 9'-6.5" long

AutoCAD SHX Text

5996000716

AutoCAD SHX Text

16ga. PDL Subcolumn, 4.75 x 7'-0" long

AutoCAD SHX Text

Sheet No.

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Order No.

AutoCAD SHX Text

Scale

AutoCAD SHX Text

Plan No.

AutoCAD SHX Text

Job Description

AutoCAD SHX Text

Drawn by

AutoCAD SHX Text

Date

AutoCAD SHX Text

Sheet Title

AutoCAD SHX Text

REVISION

AutoCAD SHX Text

By

AutoCAD SHX Text

Date

AutoCAD SHX Text

.

AutoCAD SHX Text

.

AutoCAD SHX Text


AutoCAD SHX Text


AutoCAD SHX Text

(800/356-5824) (Local 608/837-7899)

AutoCAD SHX Text


AutoCAD SHX Text


AutoCAD SHX Text


AutoCAD SHX Text


AutoCAD SHX Text


AutoCAD SHX Text

B

AutoCAD SHX Text

T

AutoCAD SHX Text

S

AutoCAD SHX Text


AutoCAD SHX Text

MARK DAVENPORT

AutoCAD SHX Text

JUNE 30,

AutoCAD SHX Text

2020

AutoCAD SHX Text

P-51634

AutoCAD SHX Text

MAS

AutoCAD SHX Text

E3

AutoCAD SHX Text

1/2" = 1'-0"

AutoCAD SHX Text

385 REDMAN ROAD

AutoCAD SHX Text

MONROE, MI

AutoCAD SHX Text


AutoCAD SHX Text

222791

AutoCAD SHX Text

10

AutoCAD SHX Text

E1

AutoCAD SHX Text

11

AutoCAD SHX Text

E1

AutoCAD SHX Text

12

AutoCAD SHX Text

E1

AutoCAD SHX Text

5050020112

AutoCAD SHX Text

5950000518

AutoCAD SHX Text

5970000363

AutoCAD SHX Text

5050022218

AutoCAD SHX Text

5050020112

AutoCAD SHX Text

20

AutoCAD SHX Text

19

AutoCAD SHX Text

E1

AutoCAD SHX Text

5958000563

AutoCAD SHX Text

5958000663

AutoCAD SHX Text

5994000318

AutoCAD SHX Text

5050020912

AutoCAD SHX Text

5972000363

AutoCAD SHX Text

5050023218

AutoCAD SHX Text

5958000563

AutoCAD SHX Text

5958000563

AutoCAD SHX Text

5050037116

AutoCAD SHX Text

5050035216

AutoCAD SHX Text

5050037116

AutoCAD SHX Text

5050035116

AutoCAD SHX Text

78

AutoCAD SHX Text

E1

AutoCAD SHX Text

A

AutoCAD SHX Text


AutoCAD SHX Text

(TYP. SIDEWALL ELEVATIONS SHOWN. LENGTH MAY VARY)

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5974000563

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5050020412

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5050022316

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13N

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E1

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15N

AutoCAD SHX Text

E1

AutoCAD SHX Text

14

AutoCAD SHX Text

E1

AutoCAD SHX Text

5994000318

AutoCAD SHX Text

5958000663

AutoCAD SHX Text

79

AutoCAD SHX Text

E1

AutoCAD SHX Text

4N

AutoCAD SHX Text

E1

AutoCAD SHX Text

5

AutoCAD SHX Text

E1

AutoCAD SHX Text

6N

AutoCAD SHX Text

E1

AutoCAD SHX Text

5984000318

AutoCAD SHX Text

5911002514

AutoCAD SHX Text

5984000318

AutoCAD SHX Text

5910002514

AutoCAD SHX Text

5985003118

AutoCAD SHX Text

102702

AutoCAD SHX Text

5984000318

AutoCAD SHX Text

5911002514

AutoCAD SHX Text

5984000318

AutoCAD SHX Text

5910002514

AutoCAD SHX Text

5985003118

AutoCAD SHX Text

102702

AutoCAD SHX Text

5984000318

AutoCAD SHX Text

5910002514

AutoCAD SHX Text

8N

AutoCAD SHX Text

E1

AutoCAD SHX Text

7N

AutoCAD SHX Text

E1

AutoCAD SHX Text

5985006718

AutoCAD SHX Text

BLANK

AutoCAD SHX Text

ENDWALL

AutoCAD SHX Text

5984000318

AutoCAD SHX Text

5984000318

AutoCAD SHX Text

102702

AutoCAD SHX Text

5911004914

AutoCAD SHX Text

5984000318

AutoCAD SHX Text

5984000318

AutoCAD SHX Text

5910003014

AutoCAD SHX Text

5911002614

AutoCAD SHX Text

5985003218

AutoCAD SHX Text

102702

AutoCAD SHX Text

5996000716

AutoCAD SHX Text

5050027516

AutoCAD SHX Text

BN

AutoCAD SHX Text

E2

AutoCAD SHX Text

5984000318

AutoCAD SHX Text

5911002514

AutoCAD SHX Text

5984000318

AutoCAD SHX Text

5910002514

AutoCAD SHX Text

5985003118

AutoCAD SHX Text

102702

AutoCAD SHX Text

252012200

AutoCAD SHX Text

5050022718

AutoCAD SHX Text

5984000318

AutoCAD SHX Text

20

AutoCAD SHX Text

DOOR SIDEWALL PARTITION SUPPORT IS NEEDED AT EVERY DOUBLE JAMB ALONG THE SIDEWALL. THE SIDE FLANGE OF THE SUPPORT WILL ALWAYS FALL ON THE STRUCTURAL LINE. THE SUPPORT WILL BE ON THE SAME SIDE OF THE STRUCTURAL LINE AS THE INTERIOR COLUMNS. SEE FLOOR PLAN FOR CORRECT ORIENTATION.

AutoCAD SHX Text

PARTITION SUPPORT AT DOOR SIDEWALL

4.0

3.5

3.5

3.5

QTY

3.5

LOC.

15' /EV

10' /EV

20' /EV

25' /EV

5' /EV

HEIGHT

125.25

126.5

127.75

129

130.25

PARTITION PANELS 10-4

LONGITUDINAL

388012200

PART #

PARTITION CHANNEL 10-4

5' /EV

25' /EV

20' /EV

10' /EV

15' /EV

FT/EV

1.0

QTY

388012200

388012200

388012200

388012200

1.0

1.0

1.0

1.0

DESCRIPTIONPART #

PART # INDEX

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Sheet No.

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Order No.

AutoCAD SHX Text

Scale

AutoCAD SHX Text

Plan No.

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Job Description

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Drawn by

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Date

AutoCAD SHX Text

Sheet Title

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REVISION

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By

AutoCAD SHX Text

Date

AutoCAD SHX Text

.

AutoCAD SHX Text

.

AutoCAD SHX Text


AutoCAD SHX Text


AutoCAD SHX Text

(800/356-5824) (Local 608/837-7899)

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AutoCAD SHX Text


AutoCAD SHX Text


AutoCAD SHX Text


AutoCAD SHX Text


AutoCAD SHX Text

B

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T

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S

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AutoCAD SHX Text

6

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ine

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tructural

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L

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S

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SEC COLUMN

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%%USTARTER BAY%%U

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%%U10' LONGITUDINAL PARTITION WALL%%U

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A

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1

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F1

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INT COLUMN

AutoCAD SHX Text

STR PURLIN

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INT COLUMN

AutoCAD SHX Text

5

AutoCAD SHX Text

F1

AutoCAD SHX Text

4

AutoCAD SHX Text

F1

AutoCAD SHX Text

S

AutoCAD SHX Text

L

AutoCAD SHX Text

tructural

AutoCAD SHX Text

ine

AutoCAD SHX Text

S

AutoCAD SHX Text

L

AutoCAD SHX Text

tructural

AutoCAD SHX Text

ine

AutoCAD SHX Text

308211700

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HEIGHT VARIES (REFERENCE DIMENSIONS)

AutoCAD SHX Text

IF YOU BACK LAP PANEL AT 1' SPACES.

AutoCAD SHX Text

ONLY THE END RIB). YOU WILL COME UP SHORT PANEL

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PANEL FOR INSTALLATION (OVERLAPPING

AutoCAD SHX Text

NOTE: SHOWN ABOVE IS THE REQUIRED SHEETS OF PARTITION

AutoCAD SHX Text

PART #'s AND QUANTITY AT EVERY FT / EV

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NOTE: ABOVE IS THE REQUIRED PARTITION CHANNEL

AutoCAD SHX Text

GALVALUME PANEL

AutoCAD SHX Text

STRUCTURAL BEARING LEG

AutoCAD SHX Text

TRACHTE PARTITION PANEL PROFILE

AutoCAD SHX Text

760300

AutoCAD SHX Text

760110

AutoCAD SHX Text

1

AutoCAD SHX Text

SECONDARY COLUMN CONNECTION @ STARTER BAY

AutoCAD SHX Text

STARTER PURLIN

AutoCAD SHX Text

SECONDARY COLUMN

AutoCAD SHX Text

S

AutoCAD SHX Text

tructural

AutoCAD SHX Text

ine

AutoCAD SHX Text

L

AutoCAD SHX Text

S

AutoCAD SHX Text

tructural

AutoCAD SHX Text

ine

AutoCAD SHX Text

L

AutoCAD SHX Text

760600

AutoCAD SHX Text

NOTE: SECONDARY COLUMNS ARE TELESCOPING AND CAN ADJUST TO VARIOUS HEIGHTS. THEY ARE USUALLY LOCATED ON ONE SIDE OF THE STRUCTURAL LINE. SEE FLOOR PLAN FOR CORRECT LOCATION OF COLUMNS. THE TAB ON THE BOTTOM OF THE COLUMN NEEDS TO BE FIELD BENT. A 760600 SCREW SHOULD BE INSTALLED IN EACH FLANGE WHERE THE COLUMNS LAP.

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S

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tructural

AutoCAD SHX Text

ine

AutoCAD SHX Text

L

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CONCRETE SCREW

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2

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SECONDARY COLUMN CONNECTION @ TYPICAL BAY

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NOTE: SECONDARY COLUMNS ARE TELESCOPING AND CAN ADJUST TO VARIOUS HEIGHTS. THEY ARE USUALLY LOCATED ON ONE SIDE OF THE STRUCTURAL LINE. SEE FLOOR PLAN FOR CORRECT LOCATION OF COLUMNS. THE TAB ON THE BOTTOM OF THE COLUMN NEEDS TO BE FIELD BENT. A 760600 SCREW SHOULD BE INSTALLED IN EACH FLANGE WHERE THE COLUMNS LAP.

AutoCAD SHX Text

760600

AutoCAD SHX Text

CONCRETE SCREW

AutoCAD SHX Text

S

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tructural

AutoCAD SHX Text

ine

AutoCAD SHX Text

L

AutoCAD SHX Text

S

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tructural

AutoCAD SHX Text

ine

AutoCAD SHX Text

L

AutoCAD SHX Text

SECONDARY COLUMN

AutoCAD SHX Text

TYPICAL PURLIN

AutoCAD SHX Text

760110

AutoCAD SHX Text

760300

AutoCAD SHX Text

S

AutoCAD SHX Text

tructural

AutoCAD SHX Text

ine

AutoCAD SHX Text

L

AutoCAD SHX Text

PARTITION PANEL TO CHANNEL @ TYPICAL BAY

AutoCAD SHX Text

3

AutoCAD SHX Text

CHANNEL

AutoCAD SHX Text

PARTITION PANEL

AutoCAD SHX Text

760600

AutoCAD SHX Text

PARTITION PANEL

AutoCAD SHX Text

TRANSVERSE

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LONGITUDINAL

AutoCAD SHX Text

INTERIOR COLUMN

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4

AutoCAD SHX Text

PARTITION PANEL TO COLUMN CONNECTION

AutoCAD SHX Text

760600

AutoCAD SHX Text

INTERIOR COLUMN

AutoCAD SHX Text

LONGITUDINAL

AutoCAD SHX Text

TRANSVERSE

AutoCAD SHX Text

PARTITION PANEL

AutoCAD SHX Text

PARTITION PANEL

AutoCAD SHX Text

NOTE: IN A STARTER BAY, BOTH ENDS OF THE LONGITUDINAL PARTITION WILL FASTEN TO COLUMNS.

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760300

AutoCAD SHX Text

BASE PLATE

AutoCAD SHX Text

760110

AutoCAD SHX Text

INT COLUMN

AutoCAD SHX Text

ENDWALL PURLIN

AutoCAD SHX Text

5

AutoCAD SHX Text

INTERIOR COLUMN CONNECTION @ STARTER BAY

AutoCAD SHX Text

S

AutoCAD SHX Text

tructural

AutoCAD SHX Text

ine

AutoCAD SHX Text

L

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STARTER PURLIN

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ATTENTION: Partition wall panel lengths were determined with the panel starting at least 3 " in from the sidewall. All 12" in from the sidewall. All buildings 25' or more will have 2-panels that lap at a interior column line. The panels should overlap at least by 1".

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FOUNDATION

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S

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tructural

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L

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ine

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STITCH SCREW

AutoCAD SHX Text

AT OVERLAP DETAIL

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COLUMN

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PANEL

AutoCAD SHX Text

29 ga. GALVANIZED

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(LENGTH VARIES)

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PARTITION PANEL FASTENING DETAIL

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6

AutoCAD SHX Text

760600

AutoCAD SHX Text

760600

AutoCAD SHX Text

760600

AutoCAD SHX Text

LOAD BEARING LEG

AutoCAD SHX Text

NOTE: WHEN CONSTRUCTING AN INTERIOR PANEL WALL IT MAY BE NECESSARY TO FLIP THE TOP PANEL. THIS WILL ALLOW THE LOAD BEARING LEG TO REST AGAINST THE RAKE ANGLE. WE DO NOT RECOMMEND ATTACHING THE PARTITION PANEL TO THE RAKE ANGLES.

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7

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PARTITION PANEL EXTERIOR CONNECTION

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SUPPORT

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@ SW

AutoCAD SHX Text

@ EW

AutoCAD SHX Text

COLUMN

AutoCAD SHX Text

760600

AutoCAD SHX Text

JAMB

AutoCAD SHX Text

PARTITION

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PANEL

AutoCAD SHX Text

DOOR SIDEWALL or ENDWALL

AutoCAD SHX Text

PANEL

AutoCAD SHX Text

PARTITION

AutoCAD SHX Text

760600

AutoCAD SHX Text

COLUMN

AutoCAD SHX Text

BLANK WALL

AutoCAD SHX Text

SUPPORT

AutoCAD SHX Text

BLANK SIDEWALL or ENDWALL

AutoCAD SHX Text

or

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SPECIAL PARTITION PANEL TO CHANNEL CONNECTION

AutoCAD SHX Text

16

AutoCAD SHX Text

PT SUPPORT

AutoCAD SHX Text

PARTITION PANEL

AutoCAD SHX Text

760600

AutoCAD SHX Text

LONGITUDINAL

AutoCAD SHX Text

INTERIOR COLUMN

AutoCAD SHX Text

tructural

AutoCAD SHX Text

S

AutoCAD SHX Text

ine

AutoCAD SHX Text

L

AutoCAD SHX Text

L

AutoCAD SHX Text

S

AutoCAD SHX Text

ine

AutoCAD SHX Text

tructural

AutoCAD SHX Text

INTERIOR COLUMN

AutoCAD SHX Text

CHANNEL

AutoCAD SHX Text

LONGITUDINAL

AutoCAD SHX Text

PARTITION PANEL

AutoCAD SHX Text

MARK DAVENPORT

AutoCAD SHX Text

JUNE 30,

AutoCAD SHX Text

2020

AutoCAD SHX Text

P-51634

AutoCAD SHX Text

MAS

AutoCAD SHX Text

F1

AutoCAD SHX Text

1/2" = 1'-0"

AutoCAD SHX Text

385 REDMAN ROAD

AutoCAD SHX Text

MONROE, MI

AutoCAD SHX Text


AutoCAD SHX Text

222791

AutoCAD SHX Text

308211700

AutoCAD SHX Text

29ga. PT. panel, 9'-9" long

DESCRIPTIONPART #

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7

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1/4

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tructural

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%%UTRANSVERSE PANEL LAYOUT 10'-4" EAVE, 55' WIDE GABLE%%U

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6

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F1

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1/4

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12

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tructural

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ine

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B

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%%UTRANSVERSE PANEL LAYOUT 10'-4" EAVE, 55' WIDE GABLE%%U

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308224400

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308211400

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308224400

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308211400

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308224400

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308211400

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318212200

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318206400

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318212200

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308223400

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308223400

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308223400

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308212200

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308218400

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308212200

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308218400

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308212200

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308218400

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318212200

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318206400

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318206400

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REVISION

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By

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Date

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.

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.

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(800/356-5824) (Local 608/837-7899)

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B

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T

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MARK DAVENPORT

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JUNE 30,

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2020

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P-51634

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MAS

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F2

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1/2" = 1'-0"

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385 REDMAN ROAD

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MONROE, MI

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222791

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308223600

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308223600

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308223600

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308211400

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308212200

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308218400

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308223400

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308223600

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308224400

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318206400

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29ga. PT. panel, half 5'-4" long

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318212200

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29ga. PT. panel, half 10'-2" long

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(A) - 16' RAKE ANGLE #5987001018

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(B) - 21' RAKE ANGLE #5987001118

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(C) - 16' RAKE ANGLE #5987001618

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(D) - 6' RAKE ANGLE #5987001718

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(E) - PARTITION CHANNEL #388012200

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(F) - PARTITION "ZEE" #5920002880

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(G) - PARTITION ANGLE #5920008982

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(H) - PARTITION SUPPORT #5950004518

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REVISION

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By

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.

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.

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(800/356-5824) (Local 608/837-7899)

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B

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T

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S

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RAKE ANGLE & PARTITION PANEL PLAN

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MARK DAVENPORT

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JUNE 30,

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2020

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P-51634

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MAS

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F3

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N.T.S.

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385 REDMAN ROAD

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MONROE, MI

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222791

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(B)

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(B)

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(B)

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(C)

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(3) 234"

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(1) 64"hp

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(3) 122"

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(1) 122"hp

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(3) 184"

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(1) 64"hp

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(3) 122"

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(1) 122"hp

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(3) 184"

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(1) 64"hp

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(3) 114"

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(3) 114"

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(3) 114"

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(3) 114"

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(3) 114"

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(3) 114"

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(3) 114"

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(3) 114"

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(3) 114"

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(3) 114"

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(3) 236"

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(2) 122"hp

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(3) 244"

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(1) 64"hp

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(3) 236"

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(2) 122"hp

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(3) 244"

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(1) 64"hp

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(3) 236"

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(2) 122"hp

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(3) 244"

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(1) 64"hp

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(3) 236"

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(2) 122"hp

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(3) 244"

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(1) 64"hp

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(3) 236"

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(2) 122"hp

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(3) 244"

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(1) 64"hp

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(3) 236"

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(2) 122"hp

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(3) 244"

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(1) 64"hp

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(3) 236"

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(2) 122"hp

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(3) 244"

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(1) 64"hp

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(3) 236"

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(2) 122"hp

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(3) 244"

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(1) 64"hp

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(3) 236"

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(2) 122"hp

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(3) 244"

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(1) 64"hp

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(3) 236"

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(2) 122"hp

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(3) 244"

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(1) 64"hp

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(3) 236"

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(2) 122"hp

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(3) 244"

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(1) 64"hp

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(3) 236"

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(2) 122"hp

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(3) 244"

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(1) 64"hp

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(3) 236"

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(2) 122"hp

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(3) 244"

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(1) 64"hp

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(3) 236"

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(2) 122"hp

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(3) 244"

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(1) 64"hp

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(3.5) 117"

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(3.5) 117"

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(4) 57"

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(3.5) 57"

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(3.5) 57"

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(3.5) 57"

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(3.5) 117"

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(3.5) 117"

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(3.5) 117"

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(3.5) 117"

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(3.5) 117"

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(3.5) 117"

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(3.5) 117"

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(3.5) 117"

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(3.5) 117"

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(3.5) 117"

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(3.5) 117"

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(3.5) 117"

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(3.5) 117"

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(3.5) 117"

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(3.5) 117"

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(3) 122"

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(3) 122"

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(3.5) 118"

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(3.5) 54"

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(3.5) 114"

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(3.5) 114"

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(3) 112"

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(3) 112"

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(3) 112"

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(4) 117"

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(3.5) 117"

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(3.5) 117"

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(3.5) 117"

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(3.5) 117"

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(4) 117"

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(4) 117"

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(4) 117"

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(3.5) 117"

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(3.5) 117"

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(3.5) 117"

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(3.5) 117"

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(4) 117"

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(4) 117"

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(3) 184"

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(2) 122"hp

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(3) 244"

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(1) 64"hp

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(6) 122"

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(1) 64"hp

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(3) 117"

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(1) 122"hp

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(3) 184"

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(3) 117"

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(1) 122"hp

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(3) 184"

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(3.5) 122"

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(6) 122"

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(1) 64"hp

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(3.5) 117"

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(3.5) 117"

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(3.5) 57"

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(3.5) 63"

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(3.5) 114"

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(3.5) 118"

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(3.5) 57"

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(4) 57"

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(4) 57"

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(3.5) 57"

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(3.5) 57"

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(3.5) 57"

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(3) 176"

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(3) 176"

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(3) 184"

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(2) 122"hp

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(6) 244"

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(1) 64"hp

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(3.5) 119"

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(3.5) 112"

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(3.5) 119"

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(3.5) 112"

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(4) 119"

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(4) 112"

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(3.5) 119"

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(3.5) 112"

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(3.5) 118"

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(3.5) 111"

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(3) 58"

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(1) 58"hp

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(3) 62"

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(1) 62"hp

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(3) 62"

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(1) 62"hp

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(E)

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DESCRIPTIONPART #

PART # INDEX

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Sheet No.

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Order No.

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Job Description

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Drawn by

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REVISION

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By

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Date

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(800/356-5824) (Local 608/837-7899)

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B

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PURLIN

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EW COLUMN

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A-PANEL

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RAKE TRIM

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ROOF PANEL

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RAKE ANGLE

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RAKE ANGLE

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SS ROOF

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SS ROOF

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ADAPTER TRIM

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710881

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#779500

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INSIDE CLOSURE

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BLANK ENDWALL/RAKE TRIM CONNECTION DETAIL

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1

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ZAC HEAD

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#14 x 7/8"

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#12 x 3/4"

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SCREW

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#12-14 X 1 1/4"

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SCREW

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A-PANEL/GIRT CONNECTION

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2

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#12-14 x 1 1/4" SCREW

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A-PANEL

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GIRT

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COLUMN

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A-PANEL

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SILL TRIM

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BASE TRACK

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COLUMN

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FOUNDATION

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#12 x 1 1/4"

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SCREW

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#779600

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OUTSIDE CLOSURE

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TEMPORARILY FASTEN SILL TRIM WITH 2-SCREWS. PLACE SCREWS WITH CONSIDERATION AS TO WHERE PANEL RIBS WILL LOCATE LATER. THE SILL TRIM MAY REQUIRE FIELD NOTCHING WHERE BOLT HEADS MAY CAUSE TWISTING OF THE TRIM. TRIM SHOULD BE INSTALLED FLAT.

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760600

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EXTERIOR WALL/SILL TRIM CONNECTION DETAIL

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3

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(CUT TO LENGTH)

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CAULK TAPE

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RAKE TRIM

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PEAK BOX

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NOTE: RIDGE CAP (NOT SHOWN) IS FASTENED TO THE ROOF UNDERNEATH THE RAKE TRIM WHEN NECESSARY.

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08

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#12 x .75"

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SCREW

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PEAK BOX CONNECTION DETAILS

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4

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ZAC HEAD

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#12 x 1.25"

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SW COLUMN

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A-PANEL

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TOP CHANNEL

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ROOF PANEL

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EAVE TRIM

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EAVE SPAN CHANNEL

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760600

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#779600

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OUTSIDE CLOSURE

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2 PLCS

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TEMPORARILY FASTEN EAVE TRIM WITH 2-SCREWS. PLACE SCREWS WITH CONSIDERATION AS TO WHERE ROOF CLOSURES AND FASTENERS WILL BE INSTALLED LATER. BACK SCREW THE BOTTOM OF THE TRIM TO CLOSE THE GAPS. BE SURE TO HIT THE LIP OF THE TRIM.

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#12-14 X 1 1/4"

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SCREW

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BLANK SIDEWALL/EAVE TRIM CONNECTION DETAIL

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5

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760600

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BACK SCREW 3'-0" O.C. (IF EAVE STRUT IS PRESENT, BACK SCREWING IS NOT POSSIBLE)

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760600

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ROOF PANEL

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EAVE SPAN CHANNEL

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760600

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EAVE TRIM

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DOOR SIDEWALL

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JAMB

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2-PLCS

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TEMPORARILY FASTEN EAVE TRIM WITH 2-SCREWS. PLACE SCREWS WITH CONSIDERATION AS TO WHERE ROOF CLOSURES AND FASTENERS WILL BE INSTALLED LATER. BACK SCREW THE BOTTOM OF THE TRIM TO CLOSE THE GAPS. BE SURE TO HIT THE LIP OF THE TRIM.

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HEADER

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DOOR SIDEWALL/EAVE TRIM CONNECTION DETAIL

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6

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BACK SCREW 3'-0" O.C.

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INSIDE ROOF CLOSURE

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(REFER TO ROOF PAGE)

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TRIM WALL PANEL SO IT DOES NOT EXTEND BEYOND 1 " FROM 14" FROM THE STRUCTURAL LINES. FIELD CUT TRIM PIECE TO DESIRED HEIGHT. SOME SITUATIONS MAY REQUIRE FIELD NOTCHING. DRILL & RIVET THE TRIM IN PLACE WITH MATCHING COLORED RIVITS. THE CORNER TRIM SHOULD BE PLUMB.

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EXTERIOR CORNER TRIM BLANK SIDEWALL & ENDWALL FASTENING DETAIL

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12

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43_________

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CORNER

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TRIM

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L

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tructural

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tructural

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RIVET

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36" ON CENTER

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COMPONENTS

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STRUCTURAL

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779600

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EXTERIOR 26GA. WALL PANEL

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COLORED SIDE

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78

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TRIM WALL PANEL SO IT DOES NOT EXTEND BEYOND 1 " FROM 14" FROM THE STRUCTURAL LINES. FIELD CUT TRIM PIECE TO DESIRED HEIGHT. SOME SITUATIONS MAY REQUIRE FIELD NOTCHING. DRILL & RIVET THE TRIM IN PLACE WITH MATCHING COLORED RIVETS. THE CORNER TRIM SHOULD BE PLUMB.

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EXTERIOR CORNER TRIM BLANK WALL & DOOR JAMB FASTENING DETAIL

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13

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37_________

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S

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L

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tructural

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ine

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ine

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tructural

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L

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S

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RIVET

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36" O.C.

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STARTER JAMB

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779600

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A-PANEL

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1 1/4" COLORED SCREW

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CORNER TRIM

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STRUCTURAL COMPONENETS

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TRIM WALL PANEL SO IT DOES NOT EXTEND BEYOND 1 " FROM THE 14" FROM THE STRUCTURAL LINES. FIELD CUT TRIM PIECE TO DESIRED HEIGHT. SOME SITUATIONS MAY REQUIRE FIELD NOTCHING. DRILL & RIVET THE TRIM IN PLACE WITH MATCHING COLORED RIVITS. THE CORNER TRIM SHOULD BE PLUMB.

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EXTERIOR SIDEWALL TRIM BLANK WALL & DOOR JAMB FASTENING DETAIL

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14

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36_________

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SIDEWALL

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TRIM

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S

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L

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tructural

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ine

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S

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L

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tructural

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ine

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36" ON CENTER

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RIVET

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COLUMN

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STARTER

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JAMB

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COMPONENTS

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STRUCTURAL

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779600

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COLORED SIDE

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EXTERIOR 26GA. WALL PANEL

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%%UTRACHTE 26GA. WALL PANEL PROFILE%%U

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S

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L

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tructural

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ine

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S

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L

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tructural

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ine

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(COLORED SIDE)

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EXTERIOR OF BUILDING

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INTERIOR OF BUILDING

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A-PANEL PROFILE AND LAYOUT DETAILS

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18

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WALL PANEL IS INSTALLED WITH 1 1/4" COLORED SCREWS WITH THE COLORED SIDE TO THE EXTERIOR. USE THE 1 1/4" SCREWS TO FASTEN PANELING TO THE STRUCTURAL COMPONENTS OF THE BUILDING, USUALLY GIRTS OR EAVE/BASE ANGLE AND CHANNELS. THE TOP OF A ENDWALL WILL FASTEN THROUGH THE RAKE TRIM AND INTO THE PANEL - SEE RAKE TRIM DETAIL.

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COLORED A-PANEL

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COLORED SCREWS

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COLORED SIDE

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AS SHOWN USE 779600 AT THE BOTTOM. AT TOP OF SIDEWALLS USE 779600. AT THE TOP OF ENDWALLS USE 779500 ON EXTERIOR SIDE OF PANEL OPPOSITE THAN SHOWN.

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NOTE: IF NEEDED NOTCH OR SLIT ENDCAP FOR ROOF PANEL OR ADAPTER TRIM CLEARANCE. THIS WILL MINIMIZE ROOF LEAKAGE AND THE AMOUNT OF CAULK NEEDED WHEN INSTALLING.

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RAKE TRIM

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END CAP

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NOTCH

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(IF NEEDED)

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NOTCH ENDCAP AT RAKETRIM

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SWING DOOR

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HEADER

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NOTE: MOUNT SWING DOOR PER MANUFACTURERS SPECIFICATIONS

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2S

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PDL SWING DOOR HEADER CONNECTION DETAIL

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GIRT

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760600

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A-PANEL

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#12 x 1 1/4"

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SCREW

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SEALANT

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CLOSURE

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#12 x 1 1/4"

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A-PANEL

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16

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SCREW

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EOA

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11

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PDL DOOR TRIM DETAILS THRU JAMB/LATCH

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1S

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BASE TRACK

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5045007263

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13

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EXTERIOR

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COLUMNS

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CLOSURE

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A-PANEL

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20

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BASE TRACK

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SUB-FRAME

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ine

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S

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L

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tructural

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20

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SUB-FRAME

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5045007163

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NOTE: MOUNT SWING DOOR JAMBS PER MANUFACTURER'S SPECIFICATIONS

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2P

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PLYCO SWING DOOR HEADER CONNECTION DETAIL

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GIRT

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760600

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A-PANEL

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#12 x 1 1/4"

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SCREW

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HEAD TRIM

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760600

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SCREW

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#12 x 1 1/4"

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NOTE: MOUNT SWING DOOR JAMBS PER MANUFACTURER'S SPECIFICATIONS

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CLOSURE

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A-PANEL

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JAMB TRIM

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F.O. COLUMN

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COLUMN

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GIRT

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SWING DOOR

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JAMB

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1P

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PLYCO SWING DOOR JAMB CONNECTION DETAIL

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DOOR MFGR.

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SCREWS BY

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SCREWS BY

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DOOR MFGR.

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HEADER

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SWING DOOR

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LAMINATED PANEL STUDWALL TO BW SECTION

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30

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TRACKS

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(BY OTHERS)

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LAMINATED PANEL

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A-PANEL

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CORNER TRIM

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762000

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STUDS

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502840

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SUBSTRATE

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(BY OTHERS)

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05

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STUDS

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SUBSTRATE

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(BY OTHERS)

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LAMINATED PANEL STUDWALL WRAPAROUND SECTION

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31

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(BY OTHERS)

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LAMINATED PANEL

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05

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EW COLUMNS

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NOTE: SEAL CORNERS PER FACADE MANUFACTURERS SPECIFICATIONS

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SUBSTRATE

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(BY OTHERS)

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STUDS

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LAMINATED PANEL: STUDWALL TO BW TRANSITION SECTION

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32

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(BY OTHERS)

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LAMINATED PANEL

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GIRTS

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5920009263

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A-PANEL

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08

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5045007163

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05

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(BY OTHERS)

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LAM. PANEL

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FOUNDATION

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SILL TRIM

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760110

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760300

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BASE TRACK

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COLUMNS

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LAMINATED PANEL STUDWALL BASE SECTION

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33

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SUBSTRATE

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(BY OTHERS)

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05

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EAVE TRIM

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(BY OTHERS)

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LAMINATED PANEL

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SPAN CHANNEL

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ROOF PANEL

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TOP CHANNEL

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LAMINATED PANEL STUD SW AT ROOF SECTION

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35

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STUDS

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SUBSTRATE

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(BY OTHERS)

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05

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760600

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RAKE ANGLE

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(BY OTHERS)

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LAMINATED PANEL

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EW COLUMNS

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RAKE TRIM

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LAMINATED PANEL STUD ENDWALL AT RAKE (SS PANEL) SECTION

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34

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SS PANEL

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502840

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SUBSTRATE

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(BY OTHERS)

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05

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2W

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760600

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A-PANEL

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#12 x 1/14" SCREW

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J - TRIM

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WINDOW ASSEMBLY

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GIRT

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PLYCO WINDOW HEADER DETAILS WINDOW HEADER DETAILS THRU HEADER

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MARK DAVENPORT

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JUNE 30,

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2020

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P-51634

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MAS

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F4

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1/2" = 1'-0"

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385 REDMAN ROAD

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MONROE, MI

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222791

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05

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TRACHTE HAS DESIGNED THE BUILDING, FOUNDATION, AND TRIMS WITH CONSIDERATION OF COMMON FACADE DESIGN REQUIREMENTS. FACADE DESIGN IS THE RESPONSIBILITY OF THE OWNER OF THE BUILDING. TRACHTE WILL PROVIDE REFERENCE (TYPICAL) DETAILING FOR COMMON FACADE APPLICATIONS. TRACHTE'S FACADE DETAILS ARE FOR REFERENCE ONLY AND SHOULD BE REVIEWED BY THE FACADE DESIGNER TO ALLOW FOR ALL FACADE DESIGN CONSIDERATIONS. INSTALL FACADE PER MANUFACTURERS SPECIFICATIONS. IT IS OFTEN CRITICAL TO COORDINATE THE INSTALLATION OF TRIMS AND OTHER COMPONENTS OF ERECTION WITH THE FACADE INSTALLATION. FACADE MATERIALS, SOME TRIMS, SUBSTRATE, FURRING, AND FASTENERS FOR FACADE INSTALLATION ARE PROVIDED BY OTHERS. TRACHTE PROVIDED TRIMS ARE DESIGNED TO WORK BASED ON COMMON FACADE SPECIFICATIONS. UNKNOWN SPECIFICATIONS SUCH AS FACADE THICKNESS MAY REQUIRE ADDITIONAL TRIMS BY OTHERS OR PROVIDED BY TRACHTE AT AN ADDITIONAL COST.

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FACADE BY OTHERS

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08

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PARTS PROVIDED FOR OUR BUILDINGS OFTEN NEED FIELD CUTTING. ALL FIELD CUTS SHOULD BE DONE WITH ACCURATE MEASUREMENTS AND QUALITY TOOLS TO ASSURE THAT GOOD APPEARANCE IS NOT COMPROMISED. OUR SILL TRIM OFTEN NEEDS TO BE NOTCHED FOR CLEARANCE OF BOLT HEADS OR OTHER OBSTRUCTIONS. LAP JOINTS SHOULD ALWAYS BE ARRANGED TO SHED WATER FROM OVERHEAD OR FROM THE PREVAILING WIND DIRECTION. GOOD QUALITY & ACCURATE FIELD CUTS WILL MINIMIZE THE AMOUNT OF CAULK NEEDED AND PROVIDE FOR A GOOD APPEARANCE.

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FIELD CUTTING

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11

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PANEL AND JAMB TRIM IS SHOWN. IF RECESSED ENTRY IS THE ACTUAL CONFIGURATION, THEN REFER TO THE RECESSED ENTRY PAGE.

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PANEL & JAMB TRIM SHOWN

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13

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FASTENERS SHALL BE COLOR MATCHED TO PANEL WHERE REQUIRED. GALVANIZED SCREWS MAY BE USED IN ANY AREA THAT WILL NOT BE VISABLE UPON COMPLETION OF WORK.

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FASTENER COLORS

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16

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WHEN INSTALLING THE "EXISTING OPENING ANCHORS" (EOA) INSIDE THE DOOR JAMB OF A PDL DOOR, TAKE CARE TO ALIGN THE CENTER SCREW HOLES OF THE EOA WITH THE HOLES IN THE DOOR JAMB. THIS ALIGNMENT MAY REQUIRE THAT THE EOA FLANGES BE FACING EITHER UP OR DOWN IN THE DOOR FRAME. FINISH THE INSTALLATION BY INSERTING THE PLASTIC PLUG TO COVER THE HOLE OF A 5 " DOOR JAMB. ON DOORS WITH A 34" DOOR JAMB. ON DOORS WITH A 4 " DEEP JAMB THE WEATHERSTRIPPING WILL CONCEAL THE HOLES WHEN 34" DEEP JAMB THE WEATHERSTRIPPING WILL CONCEAL THE HOLES WHEN INSTALLED.

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PDL DOOR ANCHORS

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20

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DOOR SIDEWALL PARTITION SUPPORT IS NEEDED AT EVERY DOUBLE JAMB ALONG THE SIDEWALL. THE SIDE FLANGE OF THE SUPPORT WILL ALWAYS FALL ON THE STRUCTURAL LINE. THE SUPPORT WILL BE ON THE SAME SIDE OF THE STRUCTURAL LINE AS THE INTERIOR COLUMNS. SEE FLOOR PLAN FOR CORRECT ORIENTATION.

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PARTITION SUPPORT AT DOOR SIDEWALL

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78

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FIELD CUT FIRST PANEL TO REMOVE FIRST RIB IN ORDER TO MISS THE BOLT HEADS WITH THE PANEL SCREWS. ASSURE THAT THE PANEL RIBS ARE OFFSET FROM THE 1'-0" GRID LINE.

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EXTERIOR A-PANEL

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502840

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screw, tapcon, 1/4" x 1.25"

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5045007163

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26ga. header "J", 1"x 1.38"x 6', IWHT

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5045007263

AutoCAD SHX Text

26ga. jamb "J", 1"x 1.38"x 7'-6", IWHT

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5920009263

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26ga. offset angle trim, IWHT

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760110

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3/8-16 x 3/4" hex head bolt

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760300

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3/8-16 hex nut

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760600

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#12 x 3/4" HWHSD screw

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762000

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pop rivet

DESCRIPTIONPART #

PART # INDEX

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5045007263

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5045007163

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2P

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F4

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1P

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F4

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STARTER JAMB

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HEADER

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6

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F4

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SECTIONAL DOOR

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%%UDOOR FRAME SIDEWALL W/ BLANK ENDWALL ELEVATION

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DOUBLE JAMB

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ENDWALL

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BLANK

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376314400

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13

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F4

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5045010048

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C

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3

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F4

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2

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F4

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5

AutoCAD SHX Text

F4

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176312400

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14

AutoCAD SHX Text

F4

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366314400

AutoCAD SHX Text

426312200

AutoCAD SHX Text

5045011048

AutoCAD SHX Text

18

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F4

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2S

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F4

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1S

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F4

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5045007163

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5045007263

AutoCAD SHX Text

ENDWALL

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BLANK

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31

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F4

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32

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F4

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3

AutoCAD SHX Text

F4

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2

AutoCAD SHX Text

F4

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176312400

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5

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F4

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%%UBLANK SIDEWALL PANEL W/ BLANK ENDWALL ELEVATION

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426312200

AutoCAD SHX Text

5045011048

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18

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F4

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A

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35

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F4

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5920060163

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3B

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F4

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2

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F4

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5

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F4

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176308800

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ENDWALL

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BLANK

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12

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F4

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436314400

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426312200

AutoCAD SHX Text

5045011048

AutoCAD SHX Text

18

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F4

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B

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30

AutoCAD SHX Text

F4

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426312200

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33

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F4

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ENDWALL

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BLANK

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31

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F4

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33

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F4

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3B

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F4

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2

AutoCAD SHX Text

F4

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5

AutoCAD SHX Text

F4

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176308800

AutoCAD SHX Text


AutoCAD SHX Text

426312200

AutoCAD SHX Text

5045011048

AutoCAD SHX Text

18

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F4

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D

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426312200

AutoCAD SHX Text

33

AutoCAD SHX Text

F4

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35

AutoCAD SHX Text

F4

AutoCAD SHX Text

32

AutoCAD SHX Text

F4

AutoCAD SHX Text

5045007263

AutoCAD SHX Text

2W

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F4

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5920060063

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176303500

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FIELD CUT

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Sheet No.

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Order No.

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Scale

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Plan No.

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Job Description

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Drawn by

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Date

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Sheet Title

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REVISION

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By

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Date

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.

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.

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(800/356-5824) (Local 608/837-7899)

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B

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T

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S

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AutoCAD SHX Text

MARK DAVENPORT

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JUNE 30,

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2020

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P-51634

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MAS

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F5

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1/2" = 1'-0"

AutoCAD SHX Text

385 REDMAN ROAD

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MONROE, MI

AutoCAD SHX Text


AutoCAD SHX Text

222791

AutoCAD SHX Text

176303500

AutoCAD SHX Text

exterior wall panel, 2'-11", IWHT

AutoCAD SHX Text

176308800

AutoCAD SHX Text


AutoCAD SHX Text

176312400

AutoCAD SHX Text


AutoCAD SHX Text

366314400

AutoCAD SHX Text

26ga. SW. trim panel/frame, IWHT

AutoCAD SHX Text

376314400

AutoCAD SHX Text

26ga. CNR. trim panel/frame, IWHT

AutoCAD SHX Text

426312200

AutoCAD SHX Text

26ga. sill trim, IWHT

AutoCAD SHX Text

436314400

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26ga. CNR. trim,panel/panel, IWHT

AutoCAD SHX Text

5045007163

AutoCAD SHX Text


AutoCAD SHX Text

5045007263

AutoCAD SHX Text

26ga. jamb "J", 1"x 1.38"x 7'-6", IWHT

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5045010048

AutoCAD SHX Text

26ga. eave trim (dsw), 10'-2", SHAL

AutoCAD SHX Text

5045011048

AutoCAD SHX Text

26ga. eave trim (bsw), 10'-2", SHAL

AutoCAD SHX Text

5920060063

AutoCAD SHX Text

26ga. trim, header,RO, 12'-0", IWHT

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5920060163

AutoCAD SHX Text

26ga. trim, jamb,RO, 12'-0", IWHT

DESCRIPTIONPART #

PART # INDEX

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2W

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F4

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176312800

AutoCAD SHX Text

176312500

AutoCAD SHX Text

779341

AutoCAD SHX Text

324819200

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1

AutoCAD SHX Text

F4

AutoCAD SHX Text

4

AutoCAD SHX Text

F4

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176312500

AutoCAD SHX Text

176312500

AutoCAD SHX Text

176312500

AutoCAD SHX Text

176312800

AutoCAD SHX Text

176312800

AutoCAD SHX Text

176312500

AutoCAD SHX Text

SIDEWALL

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DOOR

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426312200

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2

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F4

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3

AutoCAD SHX Text

F4

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SIDEWALL

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BLANK

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176312800

AutoCAD SHX Text

176313100

AutoCAD SHX Text

176313100

AutoCAD SHX Text

176313100

AutoCAD SHX Text

176312800

AutoCAD SHX Text

176312500

AutoCAD SHX Text

176312500

AutoCAD SHX Text

176312800

AutoCAD SHX Text

176312800

AutoCAD SHX Text

176312800

AutoCAD SHX Text

376314400

AutoCAD SHX Text

13

AutoCAD SHX Text

F4

AutoCAD SHX Text

12

AutoCAD SHX Text

F4

AutoCAD SHX Text

436314400

AutoCAD SHX Text

18

AutoCAD SHX Text

F4

AutoCAD SHX Text

30

AutoCAD SHX Text

F4

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S

AutoCAD SHX Text

L

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tructural

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ine

AutoCAD SHX Text

ine

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tructural

AutoCAD SHX Text

L

AutoCAD SHX Text

S

AutoCAD SHX Text

%%U BLANK ENDWALL PANEL DETAIL ELEVATION, 1/4" PITCH%%U

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B

AutoCAD SHX Text

S

AutoCAD SHX Text

L

AutoCAD SHX Text

tructural

AutoCAD SHX Text

ine

AutoCAD SHX Text

ine

AutoCAD SHX Text

tructural

AutoCAD SHX Text

L

AutoCAD SHX Text

S

AutoCAD SHX Text

%%U BLANK ENDWALL PANEL DETAIL ELEVATION, 1/4" PITCH%%U

AutoCAD SHX Text

779341

AutoCAD SHX Text

324819200

AutoCAD SHX Text

1

AutoCAD SHX Text

F4

AutoCAD SHX Text

4

AutoCAD SHX Text

F4

AutoCAD SHX Text

SIDEWALL

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BLANK

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31

AutoCAD SHX Text

F4

AutoCAD SHX Text

18

AutoCAD SHX Text

F4

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A

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SIDEWALL

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BLANK

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31

AutoCAD SHX Text

F4

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33

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F4

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32

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F4

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34

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F4

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5045007263

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5920060063

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426312200

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176303500

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FIELD CUT

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Sheet No.

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Order No.

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Plan No.

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Job Description

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Date

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REVISION

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By

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Date

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.

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.

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(800/356-5824) (Local 608/837-7899)

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B

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T

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S

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MARK DAVENPORT

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JUNE 30,

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2020

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P-51634

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MAS

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F6

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1/2" = 1'-0"

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385 REDMAN ROAD

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MONROE, MI

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222791

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176303500

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176312500

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176312800

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176313100

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324819200

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26ga. rake trim, SHAL, 16' long

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376314400

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26ga. CNR. trim panel/frame, IWHT

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426312200

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26ga. sill trim, IWHT

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436314400

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26ga. CNR. trim,panel/panel, IWHT

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5045007263

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26ga. jamb "J", 1"x 1.38"x 7'-6", IWHT

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5920060063

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26ga. trim, header,RO, 12'-0", IWHT

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779341

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peak box, 1/4:12 & 1/2:12 pitch

®

DESCRIPTIONPART #

PART # INDEX

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Sheet No.

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Order No.

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Scale

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Date

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REVISION

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By

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Date

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.

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.

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(800/356-5824) (Local 608/837-7899)

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B

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T

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S

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STANDING SEAM ROOF DETAILS

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2'-0" STANDING SEAM ROOF PANEL

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(CUT TO 5")

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EAVE TRIM

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THROUGH EAVE TRIM & EAVE SPAN ANGLE

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tructural

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L

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L

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S

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W/2

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710881

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710969

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710911

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71199_

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710911

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tructural

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L

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ine

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S

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EAVE SPAN ANGLE

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1

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27

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28

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FIRST PANEL

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2'-0" O.C.

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SSR PANEL OVERHANG AT EAVE - BUILDING WITH GUTTER: 1-1/2" TO 2-1/4" BEYOND FACE OF EAVE TRIM - BUILDING WITHOUT GUTTER: 5" TO 6" BEYOND FACE OF EAVE TRIM

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710977

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EAVE FASTENER SEQUENCE

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2

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1

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2

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3

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8

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7

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4

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5

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6

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- ATTACH PANELS TO EAVE AND INSIDE CLOSURES AT THESE (8) LOCATIONS USING #12-14 x 1 1/4" ZAC HEX HEAD SELF-DRILLING HEX HEAD SELF-DRILLING FASTENERS - FASTENERS MUST PENETRATE TRI-BEAD TAPE SEALER, INSIDE CLOSURES, EAVE TRIM AND UNDERLYING EAVE SPAN CHANNEL - IT IS ESSENTIAL THAT NOMINAL PANEL WIDTH IS MAINTAINED AT EAVE, WITH PROPER INSTALLATION OF INSIDE CLOSURES AND BY INSTALLING FASTENERS IN PROPER SEQUENCE

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*TAPE SEALER NOT SHOWN FOR CLARITY*

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INSIDE CLOSURE (TYP.)

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SSR PANEL

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EAVE TRIM

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PURLIN

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USE A 2" x 2" CUT TO 23 3/4" LONG AS A SPACER

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TO HOLD 24" CENTERLINES FROM PANEL TO PANEL (AT FASTENING LOCATIONS)

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PURLIN LINE

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THERMAL SPACER

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THERMAL SPACER

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71199_

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710962

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2 PER CLIP

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710969

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RAKE ANGLE

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3

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29

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NOT REQ'D @ ENDS, STEPS, OR EAVES

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27

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(OR 18" O.C. DEPENDENT ON SHEET WIDTH)

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EAVE TRIM

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PURLIN

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INSULATION

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710962

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710987

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THERMAL SPACERS

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RAKE SUPPORT

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120

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THERMAL SPACERS

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(PLACE ACROSS END WALL FRAMING AND FASTEN TO PURLIN SPAN CLIPS w/(2) SELF DRILLING SCREWS #710969, VERTICAL LEG FLUSH w/ STRUC. LINE) INSTALL 4 3/8" LEG VERTICAL

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TERMINATION PANEL

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TEMPORARILY FASTEN THE LAST PANEL WITH A FASTENER OR VISE-GRIPS. THE PANEL WILL BE ATTACHED PERMANENTLY WHEN THE RAKE TRIM AND ADAPTER TRIM ARE INSTALLED.

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8

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27

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71199_

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ENDWALL PURLIN

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BLANK

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SIDEWALL

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9

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ROOF INSULATION w/SS-ROOF

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VAPOR BARRIER TO INTERIOR

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PURLIN

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710969

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120

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760606

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710985

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710984

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UN-FACED INSULATION RUNNING THE WIDTH OF BUILDING OVER PURLINS

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LONG TAB INSULATION RUNNING THE LENGTH OF BUILDING BETWEEN PURLINS TABS WRAP OVER PURLIN TOPS

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5" BELOW CLOSURE ONLY & ABOVE CLOSURE ACROSS ENTIRE EAVE.

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STANDING SEAM ROOF PANEL

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710881

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710911

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2 PER

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710969

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EAVE TOP CHANNEL

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#12-14x1.25" ZAC HEAD

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EAVE SPAN ANGLE

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EAVE TRIM

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CLOSURE

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5910006218

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LINER PANEL

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710987

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BAND #

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710988

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710977

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INSIDE CLOSURE #

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710962

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BLANK ENDWALL & STANDING SEAM ROOF DETAIL AT EAVE

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(CONFIRM COLUMN POSITION W/ FLOOR PLAN)

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'A' PANEL

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ROOF PANEL

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APPLY A CONTINUOUS LINE OVER EACH INSIDE CLOSURE FOR THE ENTIRE EAVE LINE ALONG EAVE SPAN ANGLE

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NOTE: INSULATION NOT SHOWN FOR CLARITY

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710881

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710881

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71199_

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710911

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710881

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710881

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10

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27

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28

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#12-14x1.25" ZAC HEAD

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SEE EAVE FASTENER PATTERN DETAIL

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EAVE SPAN ANGLE

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COLUMN & STARTER JAMB

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RAKE ANGLE

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HEADER or CHANNEL

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5920019982

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27

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BLANK ENDWALL & STANDING SEAM ROOF DETAIL AT PURLIN

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11

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INSULATION NOT SHOWN FOR CLARITY.

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ROOF PANEL

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'A' PANEL

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710969

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710962

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710881

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710881

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5920019982

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71199_

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2 PER CLIP

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27

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RAKE ANGLE

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710969

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#12-14x1.25" ZAC HEAD

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710984

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PURLIN

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COLUMN

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S

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L

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ine

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710985

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710987

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STANDING SEAM ROOF & RAKE TRIM DETAIL

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SIDE WALL HEADER

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EAVE TRIM

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ROOF PANEL

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STARTER JAMB

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CORNER TRIM

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SIDE WALL SPAN ANGLE

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NOTE: DO NOT EXTEND RAKE ANGLE OR ADAPTER TRIM BEYOND STRUCTURAL LINE. ROOF PANEL IS NOT TO BE CUT OUT AS SHOWN. PANEL IS ONLY CUT AWAY TO SHOW PARTS UNDER IT.

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CUT FROM SCRAP TO MATCH TRIM

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NOTE: HEADER & JAMB SIDEWALL IS SHOWN. SIDEWALL MAY BE A-PANEL.

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EAVE CAP

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71199_

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14

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28

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27

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RIVIT

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INSIDE CLOSURE

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710881

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710881

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#12-14x1.25" ZAC HEAD

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S

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L

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5920019982

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SEAMING NOTE: VISUALLY CHECK TO SEE THAT THE SEAMS HAVE SNAPPED THE ENTIRE LENGTH OF PANEL. WHEN ASSEMBLED CORRECTLY, THE SEAM WILL LOCK TOGETHER WITH REASONABLE PRESSURE APPLIED WITH HAND OR FOOT. HOWEVER, IF A PROBLEM IS ENCOUNTERED IN FULLY SNAPPING THE SEAMS TOGETHER, SUCH AS AN INCORRECTLY INSTALLED CLIP, DAMAGED PANEL LIP, OR A BUBBLE CAUSED BY FAULTY ASSEMBLY, A SHAPING TOOL IS SUPPLIED THAT SHOULD ENABLE THE SEAM TO BE LOCKED WITH A MINIMUM EFFORT.

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(NOMINAL)

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ROOF PANELS 24 ga.

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1'-6" McELROY STANDING SEAM

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ROOF PANELS 24 ga.

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2'-0" McELROY STANDING SEAM

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710967

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15

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STANDING SEAM ROOF PROFILES

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(NOMINAL)

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DO NOT WALK ON THE MINOR RIBS. WALKING ON THE MINOR RIBS MAY RESULT IN PERMANENT DAMAGE TO THE ROOF PANEL. DAMAGE MAY INCLUDE ROOF LEAKS, STANDING WATER, OR AESTHETIC DAMAGE. DO NOT, UNDER ANY CIRCUMSTANCES, STEP ON THE PANEL AT THE PANEL ENDS UNTIL THE PANEL IS FULLY ATTACHED. THE ROOF PANEL MAY NOT SUPPORT THE WEIGHT OF A PERSON AT THESE LOCATIONS. IF THE PANEL MUST BE WALKED ON, PROTECT IT WITH 2x12 PLANKS THAT SPAN ACROSS A MINIMUM OF 3 PURLINS. THESE PLANKS WILL HELP TO DISTRIBUTE THE LOAD, BUT PANEL DAMAGE MAY STILL OCCUR IF THE LOADS OR FREQUENCY OF TRAVEL ARE EXCESSIVE. THE ROOF SHOULD BE SWEPT CLEAN OF DRILL SHAVINGS AT THE END OF EACH WORK DAY. FAILURE TO DO SO MAY RESULT IN RUST SPOTS.

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PURLIN

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16

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ROOF PANEL & INSULATION LAYOUT (U .029) /LAP DETAIL

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17

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S

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L

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START WITH 3'-0" WIDE INSULATION,

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THEN CONTINUE WITH 4'-0" ROLLS

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FOR REMAINDER OF ROOF

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6" ROOF INSULATION

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W/VAPOR BARRIER

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2'-0" STANDING SEAM

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ROOF PANEL 24 GA.

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71199_

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26

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#12-14 X 1-1/4" SCREW

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43

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*

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120

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2 PER CLIP

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LOWER RAKE ANGLE IS NOT NEEDED ON 1/4:12 PITCH BUILDING W/ ENDWALL DOORS

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THERMAL SPACER

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710987

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BUTTING SEAMS

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(3/8")

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(OR RESTART @ BOTTOM

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OF ROOF STEP)

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STARTING END

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50' LONG, 8" THICK, 15" TAB INSULATION RUNNING THE LENGTH OF BUILDING BETWEEN PURLINS. TABS WRAP OVER PURLIN TOPS.

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EW COLUMN

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RAKE ANGLE

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10" EW PURLIN

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710984

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710985

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760606

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BAND #

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710988

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BANDS TO BE PLACED 2'-6" O.O. WITH WHITE SCREWS #

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511123

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ENDWALL PURLIN

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RAKE ANGLE

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INT COLUMN

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RAKE ANGLE

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VAPOR BARRIER TO INTERIOR

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7810885050

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710962

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ROOF INSULATION FASTENING DETAIL

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NOTE: FOR THE LONG TAB BANDED ROOF SYSTEM THE TOP LAYER OF INSULATION WILL SIT ABOVE THE SIDEWALL TRACK AND PURLINS. SCREWS WITH FENDER WASHERS ARE NOT REQUIRED.

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UNFACED INSULATION

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SPAN CHANNEL

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18

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SW TOP TRACK

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8" (REF) OVERHANG wo/GUTTER

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4 1/2" (REF) OVERHANG w/GUTTER

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S

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OVERHANG DETAIL AT LAPPED RIB ( & :12 PITCHs)14 & :12 PITCHs)12 :12 PITCHs)

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ROOF PANEL

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19

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710881

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710892

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TAPE SEALER AT NOTCH

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21

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SSR PANEL

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APPLY TRI-BEAD TAPE SEALER TO MALE LEG OF SSR PANEL DIRECTLY OVER INSIDE CLOSURE

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INSIDE CLOSURE

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710892

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710881

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710881

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TAPE SEALER APPLICATION AT EAVE

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24

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EAVE TRIM

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CUT MINOR RIB TAPE SEALER IN HALF WIDTH-WISE AND APPLY ONE HALF TO UNDERSIDE OF EVERY MINOR RIB OF SSR PANELS, POSITIONED TO CROSS TRI-BEAD TAPE SEALER AT EAVE; NOT REQUIRED NOT REQUIRED AT HIGH EAVE OF LEAN-TO WITH HIGH EAVE TRIM AND OUTSIDE CLOSURES.

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APPLY TRI-BEAD TAPE SEALER CONTINUOUSLY ACROSS TOP OF EAVE TRIM, POSITIONED TO CONTACT UNDERSIDE OF INSIDE CLOSURES AND TRI-BEAD TAPE SEALER APPLIED OVER INSIDE CLOSURES.

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APPLY TRI-BEAD TAPE SEALER ON TOP AND SIDES OF EACH INSIDE CLOSURE TO COMPLETE SEAL AT EAVE.

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SSR PANEL (TYP.)

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INSIDE CLOSURE (TYP.)

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APPLY ONE HALF OF MINOR RIB TAPE SEALER AT EACH OF THESE LOCATIONS TO COMPLETE SEAL AT EAVE.

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710892

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710892

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511123

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#8-18 x 3/4" HWHSD screw, BWHT

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5910006218

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18ga. eave top angle, 6.75" x 2" x 9'-10"

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5920019982

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adapter trim, 16'-0" long

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710881

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Tri-Bead Tape Sealer

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710892

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Minor Rib Tape Sealer

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710911

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Metal Inside Closure

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710962

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high floating ss clip

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710967

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standing seam roof shaping tool

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710969

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#12-14 x 1.25" Hex head screw

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710977

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#12 x 1.25" SDWW (zac) screw

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710984

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R-5 thermal spacer

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710985

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R-5 thermal spacer cover

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710987

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thermal spacer, 3/8"

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710988

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Insulation support banding, 1"

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71199_

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Rake Support Angle, length varies

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760606

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#12-14 x 2 1/2" HWHSD screw

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7810885050

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insulation,15" tabs, 8" X 5'-0" X 50'-0"

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120

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THE COMPOSITE OF FIBERGLASS AND FACING SHALL HAVE SURFACE BURNING CHARACTERISTICS NOT TO EXCEED 25 FLAME SPREAD AND 50 SMOKE WHEN TESTED IN ACCORDANCE WITH UNDERWRITERS LABORATORIES 723 TEST METHOD OR ASTM E-84 TEST METHOD. INSULATION BY OTHERS TO MEET OR EXCEED THESE REQUIREMENTS.

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INSULATION FLAME AND SMOKE RATING

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26

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PLACE ACROSS END WALL FRAMING WITH VERTICAL LEG FLUSH WITH STRUCTURAL LINE. INSTALL 3 " LEG VERTICAL. NOTE THAT RAKE ANGLE 38" LEG VERTICAL. NOTE THAT RAKE ANGLE AND ADAPTER TRIM ARE NOT TO EXTEND BEYOND THE STRUCTURAL EAVE LINE OF THE BUILDING.

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RAKE ANGLE / ADAPTER TRIM

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27

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PLACE ACROSS END WALL FRAMING WITH VERTICAL LEG FLUSH WITH STRUCTURAL LINE. INSTALL 4 " LEG VERTICAL. NOTE THAT RAKE ANGLE 38" LEG VERTICAL. NOTE THAT RAKE ANGLE AND ADAPTER TRIM ARE NOT TO EXTEND BEYOND THE STRUCTURAL EAVE LINE OF THE BUILDING.

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RAKE ANGLE / ADAPTER TRIM

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28

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FIELD CUT CLOSURE AT STRUCTURAL LINE IF END WALL HAS CLOSETS. CUT CLOSURE TO EXTEND 1 " PAST STRUCTURAL LINE IF END WALL IS 14" PAST STRUCTURAL LINE IF END WALL IS A-PANEL.

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INSIDE CLOSURE

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29

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POSITION THE CLIP AT EACH PURLIN. ROTATE THE CLIP ON THE MALE LIP UNTIL VERTICAL. IT IS IMPORTANT THAT THE CLIPS PROJECTING LEDGE FITS SNUGLY UNDER THE PANEL'S HORIZONTAL LEG AS SHOWN. FASTEN TO PURLIN. THE PANEL CLIP HAS FACTORY APPLIED SEALANT IN THE UPPER LIP. IF A CLIP MUST BE REMOVED, A NEW CLIP MUST BE USED OR GUN-GRADE SEALANT INSTALLED IN THE UPPER LIP.

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ROOF CLIP

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43

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IT IS THE RESPONSIBILITY OF THE ERECTOR TO INSTALL THE INSULATION WITH CONSIDERATION THAT ALL VOIDS IN AN INSULATED WALL NEED TO BE FILLED WITH INSULATION. CARE SHOULD BE TAKEN TO ASSURE THAT EXTERIOR AIR INFILTRATION TO THE INTERIOR OF THE BUILDING IS MINIMIZED. LIGHT SHOULD NOT BE VISIBLE THROUGH CRACKS AND CREVICES. CAULK OR OTHER REMEDIES TO THESE SITUATIONS IS NOT SUPPLIED BY TRACHTE AND IS TO BE USED AND SUPPLIED AT THE DISCRETION OF THE ERECTOR AND/OR OWNER. YOU MUST INSTALL THE INSULATION WITH THE VAPOR BARRIER TO THE CLIMATE CONTROLLED SIDE OF THE WALL & ROOF (INTERIOR).

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INSULATION INSTALLATION

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MARK DAVENPORT

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JUNE 30,

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2020

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P-51634

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MAS

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G1

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1/8" = 1'-0"

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385 REDMAN ROAD

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MONROE, MI

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222793

DESCRIPTIONPART #

PART # INDEX

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Sheet No.

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Order No.

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Scale

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Plan No.

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Job Description

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Drawn by

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Date

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REVISION

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By

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Date

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.

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.

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(800/356-5824) (Local 608/837-7899)

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B

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T

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S

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9

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H1

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9

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H1

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5

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H1

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5045009264

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5045009264

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@ PEAK

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BURGLAR BAR SPACING

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NOTE: BURGLAR BARS WILL FILL GAP ABOVE CORRIDOR, WITH GAPS NOT TO EXCEED 7". TO EXCEED 7". EXCEED 7". 7". ". GAPS SMALLER THAN 7" DO NOT NEED BURGLAR BARS.

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(SCREW TO PULL SHORT FLANGE FLUSH)

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12" O.C. W/ 760674

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DOOR JAMB AND DOOR MOUNTING BRACKET

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DOOR CURTAIN

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FIELD CUT BASE PLATE

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THIS DETAIL

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FIELD DRILL A HOLE

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USE FOR ANOTHER

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FOR SECOND ANCHOR

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NOTE: WALL CONSTRUCTION MAY VARY CEILING ANGLE CAN BE ROTATED FOR BEST FIT

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206410800

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24ga. flush panel, 12" x 9'-0" long

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276405250

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24ga. flush ceiling panel, 4'-4.5" long

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jamb, DBL., roll-up door, 9-0, 22 ga

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jamb, STR., roll-up door, 9-0, 22 ga

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header, roll-up door, 9'-0" 8-8, 22 ga

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22ga. top/bottom channel trim, 10'-8" long

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22ga. ceiling angle trim, 1.5"x 6" x 10'-2"

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22ga. burglar bar, 10'-2" long, hat, BWHT

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16ga. base plate, no-notch

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18ga. top trim clip

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POWDER ACTUATED ANCHORS ARE TO BE USED AT 24" CENTERS. POWDER ACTUATED ANCHORS ARE TO BE USED IN ACCORDANCE WITH THE MANUFACTURER'S SPECIFICATIONS ONLY. TRACK BASE IS AN EXAMPLE OF PARTS THAT REQUIRE POWDER ACTUATED ANCHORS. NOTE SOME PARTS REQUIRE BOTH POWDER ACTUATED & ANCHORING AS NOTE SOME PARTS REQUIRE BOTH POWDER ACTUATED & ANCHORING AS SPECIFIED.

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POWDER ACTUATED ANCHORS (BY OTHERS) (BY OTHERS)

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A). USING THE PROPER DIAMETER CONCRETE BIT (NOT PROVIDED), DRILL A HOLE INTO THE BASE MATERIAL TO A DEPTH OF APPROXIMATELY 1/4" DEEPER THAN THE REQUIRED EMBEDMENT. OUR ANCHOR P/N 104168 REQUIRES A 14" HOLE 1 " DEEP. BLOW THE 14" DEEP. BLOW THE HOLE CLEAN OF DUST AND DEBRIS. B). INSERT THE ANCHOR THROUGH THE FIXTURE. HAMMER THE SCREW INTO THE ANCHOR BODY TO EXPAND IT. BE SURE THE HEAD IS SEATED FIRMLY AGAINST THE FIXTURE AND THAT THE ANCHOR IS AT THE PROPER EMBEDMENT. C). TO REMOVE THE ANCHOR PRESS A SCREWDRIVER FIRMLY INTO THE SCREW HEAD AND TURN COUNTER-CLOCKWISE. PRY THE SCREW FROM THE ANCHOR BODY, THEN PRY OUT THE FIXTURE AND ANCHOR BODY.

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INSTALLATION PROCEDURES FOR ZAMAC HAMMER-SCREW ANCHORS

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THE TRIM PROVIDED FOR OUR BUILDINGS OFTEN NEEDS FIELD CUTTING. ALL FIELD CUTS TO TRIM SHOULD BE DONE WITH ACCURATE MEASUREMENTS AND QUALITY TOOLS TO ASSURE THAT GOOD APPEARANCE IS NOT COMPROMISED. OUR SILL TRIM OFTEN NEEDS TO BE NOTCHED FOR CLEARANCE OF BOLT HEADS OR OTHER OBSTRUCTIONS. LAP JOINTS SHOULD ALWAYS BE ARRANGED TO SHED WATER FROM OVERHEAD OR FROM THE PREVAILING WIND DIRECTION. GOOD QUALITY & ACCURATE FIELD CUTS WILL MINIMIZE THE AMOUNT OF CAULK NEEDED AND PROVIDE FOR A GOOD APPEARANCE.

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"TRIM" FIELD CUTTING

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FASTENER COLORS

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FLUSH PANEL FLANGES ARE FORMED AT LESS THAN 90° TO FACILITATE A FLAT PANEL SURFACE. CLAMP PANELS TOGETHER PRIOR TO EACH SCREW CONNECTION TO HOLD SEAMS TOGETHER TIGHTLY. MAKE TOP AND BOTTOM CONNECTIONS FIRST THEN THE SCREWS AT THE GIRT LOCATION. PUSHING INSTEAD OF CLAMPING THE PANELS TOGETHER WITH TO MUCH FORCE CAN CAUSE THE PANELS TO OIL CAN OR CONCAVE. THIS CREATES AN UNDESIRED APPEARANCE.

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FASTENING PANELS

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MARK DAVENPORT

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JUNE 30,

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2020

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P-51634

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MAS

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H1

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1/2" = 1'-0"

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385 REDMAN ROAD

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MONROE, MI

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222791

DESCRIPTIONPART #

PART # INDEX

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(800/356-5824) (Local 608/837-7899)

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%%UTYPICAL TRANSVERSE CORRIDOR SECTION%%U

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%%UTYPICAL TRANSVERSE CORRIDOR @ SECONDARY COLUMNS%%U

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5045009164

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BURGLAR BAR SPACING

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NOTE: BURGLAR BARS WILL FILL GAP ABOVE CORRIDOR, WITH GAPS NOT TO EXCEED 7". TO EXCEED 7". EXCEED 7". 7". ". GAPS SMALLER THAN 7" DO NOT NEED BURGLAR BARS.

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7"

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9 "1316"

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BURGLAR BAR

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JAMB

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BURGLAR BAR

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JAMB BASE CONNECTION AT INTERIOR COLUMN LOCATION

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BASE PLATE

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104168

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JAMB BASE CONNECTION AT SECONDARY COLUMN LOCATION

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JAMB

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5050000116

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511123

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04

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104168

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ine

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4

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BASE PLATE

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SEC COLUMN

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HEADER

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JAMB

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OF JAMB

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C

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INT COLUMN

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BURGLAR BAR

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BURGLAR BAR CONNECTION

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13

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13

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15

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15

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13

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02

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FASTENS TO A

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SCREW POINT TO

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INTERMEDIATE FASTENER

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STRUCTURAL MEMBER

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THIS SIDE AS SHOWN

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#12x3/4" SCREW

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TOP TRIM CLIP

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FLUSH PANEL CONNECTIONS

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6

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BASE CHANNEL

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FASTEN PANEL AT

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12" O.C. W/ 760674

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(SCREW TO PULL SHORT FLANGE FLUSH)

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OVERLAP THRU BASE CHANNEL

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TOP TRIM CLIP

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TYPICAL INTERIOR COLUMN ARRANGEMENT

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DOOR JAMB AND DOOR MOUNTING BRACKET

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. Adjustments

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Death

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cause

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Serious Injury

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WARNING

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JAMB

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DOOR CURTAIN

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TEK-SCREW

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WARNING

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Serious Injury

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cause

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Death

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. Adjustments

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9

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BASE PLATE CONNECTION AT STARTER JAMB

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04

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104168

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JAMB

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5050000116

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511123

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ine

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FIELD CUT BASE PLATE

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NOTE: OPPOSITE WILL MIRROR

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THIS DETAIL

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FIELD DRILL A HOLE

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USE FOR ANOTHER

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STARTER JAMB

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FOR SECOND ANCHOR

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IN HALF

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511123

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11

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FLUSH PANEL

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TOP TRIM

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511123

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CEILING PANEL

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08

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HEADER

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JAMB

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CEILING ANGLE

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CEILING ANGLE

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1" MAX

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FLUSH PANEL

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511123

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TOP TRIM

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12

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08

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CEILING PANEL

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HEADER

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JAMB

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STARTER JAMB

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OUTSIDE TRIM

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TOP TRIM

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TYPICAL CORRIDOR INTERSECTION FLUSH CEILING PANEL DETAIL

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13

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08

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CEILING PANEL

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FLUSH PANEL

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LONGITUDINAL HALLWAY

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TRANSVERSE HALLWAY

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5045009164

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206410800

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276405250

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24ga. flush ceiling panel, 4'-4.5" long

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5000010964

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jamb, DBL., roll-up door, 9-0, 22 ga

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5001031064

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jamb, STR., roll-up door, 9-0, 22 ga

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5022084264

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5022084964

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5045001864

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5045009164

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5045009264

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22ga. burglar bar, 10'-2" long, hat, BWHT

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5050000116

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16ga. base plate, no-notch

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5050000818

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18ga. top trim clip

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511123

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02

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POWDER ACTUATED ANCHORS ARE TO BE USED AT 24" CENTERS. POWDER ACTUATED ANCHORS ARE TO BE USED IN ACCORDANCE WITH THE MANUFACTURER'S SPECIFICATIONS ONLY. TRACK BASE IS AN EXAMPLE OF PARTS THAT REQUIRE POWDER ACTUATED ANCHORS. NOTE SOME PARTS REQUIRE BOTH POWDER ACTUATED & ANCHORING AS NOTE SOME PARTS REQUIRE BOTH POWDER ACTUATED & ANCHORING AS SPECIFIED.

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POWDER ACTUATED ANCHORS (BY OTHERS) (BY OTHERS)

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04

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A). USING THE PROPER DIAMETER CONCRETE BIT (NOT PROVIDED), DRILL A HOLE INTO THE BASE MATERIAL TO A DEPTH OF APPROXIMATELY 1/4" DEEPER THAN THE REQUIRED EMBEDMENT. OUR ANCHOR P/N 104168 REQUIRES A 14" HOLE 1 " DEEP. BLOW THE 14" DEEP. BLOW THE HOLE CLEAN OF DUST AND DEBRIS. B). INSERT THE ANCHOR THROUGH THE FIXTURE. HAMMER THE SCREW INTO THE ANCHOR BODY TO EXPAND IT. BE SURE THE HEAD IS SEATED FIRMLY AGAINST THE FIXTURE AND THAT THE ANCHOR IS AT THE PROPER EMBEDMENT. C). TO REMOVE THE ANCHOR PRESS A SCREWDRIVER FIRMLY INTO THE SCREW HEAD AND TURN COUNTER-CLOCKWISE. PRY THE SCREW FROM THE ANCHOR BODY, THEN PRY OUT THE FIXTURE AND ANCHOR BODY.

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INSTALLATION PROCEDURES FOR ZAMAC HAMMER-SCREW ANCHORS

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08

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THE TRIM PROVIDED FOR OUR BUILDINGS OFTEN NEEDS FIELD CUTTING. ALL FIELD CUTS TO TRIM SHOULD BE DONE WITH ACCURATE MEASUREMENTS AND QUALITY TOOLS TO ASSURE THAT GOOD APPEARANCE IS NOT COMPROMISED. OUR SILL TRIM OFTEN NEEDS TO BE NOTCHED FOR CLEARANCE OF BOLT HEADS OR OTHER OBSTRUCTIONS. LAP JOINTS SHOULD ALWAYS BE ARRANGED TO SHED WATER FROM OVERHEAD OR FROM THE PREVAILING WIND DIRECTION. GOOD QUALITY & ACCURATE FIELD CUTS WILL MINIMIZE THE AMOUNT OF CAULK NEEDED AND PROVIDE FOR A GOOD APPEARANCE.

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"TRIM" FIELD CUTTING

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13

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FASTENER COLORS

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15

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FLUSH PANEL FLANGES ARE FORMED AT LESS THAN 90° TO FACILITATE A FLAT PANEL SURFACE. CLAMP PANELS TOGETHER PRIOR TO EACH SCREW CONNECTION TO HOLD SEAMS TOGETHER TIGHTLY. MAKE TOP AND BOTTOM CONNECTIONS FIRST THEN THE SCREWS AT THE GIRT LOCATION. PUSHING INSTEAD OF CLAMPING THE PANELS TOGETHER WITH TO MUCH FORCE CAN CAUSE THE PANELS TO OIL CAN OR CONCAVE. THIS CREATES AN UNDESIRED APPEARANCE.

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FASTENING PANELS

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52

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MARK DAVENPORT

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JUNE 30,

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2020

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P-51634

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MAS

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H2

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1/2" = 1'-0"

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385 REDMAN ROAD

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MONROE, MI

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222791

DESCRIPTIONPART #

PART # INDEX

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Job Description

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REVISION

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By

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Date

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.

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.

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(800/356-5824) (Local 608/837-7899)

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B

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T

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END OF CORRIDOR, TRIM & F.O. DETAILS

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S

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tructural

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A

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%%U3'-8" DOOR/FRAMED OPENING @ SIDEWALL

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5996002416

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SW COLUMN

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1

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H3

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2

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H3

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BASE TRACK

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3

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H3

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SW GIRTS

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5985003118

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FIELD LOCATE @ SCREW @ CORRIDOR HEIGHT

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BSW CHANNEL

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5050027516

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5996002416

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7

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H3

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6

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H3

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CORRIDOR

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14

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16

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5045001864

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4

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H3

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5

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H3

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5045001864

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5045003364

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5045001864

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5045008764

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5045025064

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5045027364

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SUB-FRAME ASSEMBLY

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SUB FRAME

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DOOR JAMB

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EXTERIOR FACE

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FOLLOW DOOR MANUFACTURERS INSTALLATION PROCEDURE. STEP 1: POSITION PDL EOA ANCHORS INTO THE POSITION PDL EOA ANCHORS INTO THE JAMBS.THEN INSTALL THE SUB - FRAME TO THE DOOR JAMBS. FASTEN THROUGH THE PILOT HOLES IN THE WEB AND THROUGH THE LIPS ON THE DOOR JAMB. THE SUB - FRAME SHOULD BE POSITIONED " HIGHER THAN THE BOTTOM OF THE DOOR JAMB 18" HIGHER THAN THE BOTTOM OF THE DOOR JAMB AND FLUSH TO THE EXTERIOR FACE OF THE DOOR JAMB FRAME. USE 760600 SCREWS 10 PLCS. NOTE THE JOGGED SIDE OF SUB-FRAME IS ON INTERIOR SIDE OF DOOR. INSTALL FASTENERS THROUGH THE EOA ANCHORS IND INTO THE SUB-FRAMES. STEP 2: POSITION DOOR FRAME / SUB-FRAME POSITION DOOR FRAME / SUB-FRAME ASSEMBLY INTO DESIRED LOCATION. CUT AND POSITION THE TRACK ON THE LATCH SIDE. THIS WILL REQUIRE LIFTING THE DOOR ASSEMBLY UP 3" TO CLEAR THE TRACK FLANGES. A 2X4 CAN BE USED BENEATH THE JAMBS AS A TEMPORARY SUPPORT SLIDE THE DOOR FRAME ASSEMBLY SO THE HINGE JAMB ABUTS AND OVERLAPS THE NEAREST HINGE SIDE STRUCTURAL COLUMNS. PLUMB THE DOOR PER MANUFACTURERS SPECIFICATIONS. SECURE THE PLUMBED DOOR FRAME / SUB-FRAME HINGE SIDE TO THE STRUCTURAL FRAME WITH 760600 SCREWS AT TYPICAL TRACK AND GIRT LOCATIONS. ALWAYS ANCHOR TRACK TO FOUNDATION MINIMUM 2 PLCS. Note: A girt can be used in lieu of the track at the base when using a track is to difficult to install. No track is required on hinge side when sub FRAME overlaps structural frame. STEP 3: FIELD CUT AND INSTALL INTERMITENT GIRTS FIELD CUT AND INSTALL INTERMITENT GIRTS AT SAME HEIGHT AS ALL TYPICAL GIRTS. INSTALL A GIRT AT THE TOP OF THE DOOR FRAME. USE 760600 TO FASTEN IN PLACE. STEP 4: INSTALL THE CLIP 5050027516 ON THE INSTALL THE CLIP 5050027516 ON THE LATCH SIDE TO CONNECT THE SUB-FRAME TO THE GIRT. CLIP MAY BE ORIENTED TO BEST SUIT LEFT OR RIGHT HAND INSTALLATIONS. FOLLOW REMAINING DOOR MANUFACTURERS INSTRUCTIONS. INSTALL PLASTIC CAPS AND WEATHERSTRIPPING AS SPECIFIED BY MANUFACTURER. THE CLOSER SHOULD REQUIRE A MINIMAL OF ADJUSTMENT. IT IS PRESET FROM THE FACTORY.

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GIRT CONNECTION

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1

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GIRT

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760300

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760100

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760600

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SUB-FRAME

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DOOR FRAME NOT SHOWN. SUBFRAME MUST BE ATTACHED TO DOOR FRAME PRIOR TO LOCATING DOOR INTO ROUGH OPENING

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EW COLUMNS

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EW COLUMNS

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5050027516

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FIELD LOCATE

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HEADER GIRT

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SUB -FRAME COLUMN @ TRACK CONNECTION

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2

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COLUMNS

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760100

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760300

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760600

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ROUGH OPENING

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DOOR-JAMB

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SUB-FRAME

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COLUMNS

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TRACK

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TRACK

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DOOR LEAF NOT SHOWN. MUST ATTACH SUB-FRAMES TO DOOR JAMBS PRIOR TO DOOR PLACEMENT AT ROUGH OPENING.

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TRACK

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FIELD CUT

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GIRT CLIP CONNECTION @ SUB COLUMN

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SUB COLUMN

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760600

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COLUMN

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760300

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760110

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760600

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HEADER GIRT

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GIRT

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FIELD CUT

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760600

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Note: clip can be used on inside of subframe when installed on an opposite handed situation.

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5050027516

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#12 X 1 1/4"

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GIRT

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CLOSURE

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SCREW

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13

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CEILING PANEL

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A-PANEL

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SIDE

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GIRT

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76

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5045001864

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FRAME HEADER

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PDL DOOR

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PDL DOOR TRIM DETAIL THROUGH SWING DOOR HEADER

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4

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5045007163

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FLUSH PANEL

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EXTERIOR

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CAULK

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by others

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5045027364

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HAT CHANNEL

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CORNER TRIM

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COLUMNS

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EXTERIOR

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CLOSURE

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#12 x 1 1/4"

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A-PANEL

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16

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SUB-FRAME

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SCREW

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EOA

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11

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20

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PDL DOOR TRIM DETAILS THRU JAMB/LATCH

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5

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BASE TRACK

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CORRIDOR

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5045001864

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511123

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5045001864

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5045007263

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206414400

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13

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FIELD CUT TO

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WIDTH & LENGTH

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EXTERIOR

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DOOR/JAMB SUB-FRAME & TRIM DETAILS HINGE SIDE

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CLOSURE

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A-PANEL

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20

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BASE TRACK

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SUB-FRAME

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11

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EOA

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#8-18 x 3/4"

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SCREW

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#12 x 1 1/4"

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16

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CORNER TRIM

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SCREW

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CORRIDOR

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5045001864

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5045007263

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SECTION THRU SUB COLUMNS & SWING DOOR JAMB

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7

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760600

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GIRTS & TRACK

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760600

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SUB COLUMN

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DOOR JAMB

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THRESHOLD

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EXTERIOR

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INTERIOR

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5 PLCS

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GIRT & TRACK

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DOOR WIDTH

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11

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PANEL AND JAMB TRIM IS SHOWN. IF RECESSED ENTRY IS THE ACTUAL CONFIGURATION, THEN REFER TO THE RECESSED ENTRY PAGE.

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PANEL & JAMB TRIM SHOWN

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MARK DAVENPORT

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JUNE 30,

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2020

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P-51634

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MAS

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H3

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1/2" = 1'-0"

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385 REDMAN ROAD

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MONROE, MI

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222791

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206414400

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5045001864

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5045003364

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24ga. inside CNR. trim, 3" x 6" x 9'-0"

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5045007163

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5045007263

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26ga. jamb "J", 1"x 1.38"x 7'-6", IWHT

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5045008764

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24ga. flush panel above door, 14" x 4'-4"

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5045025064

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24ga. flush panel above door, 10" x 4'-4"

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5045027364

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24ga. hat channel, 10'-0" long (field cut)

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5050027516

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16ga. PDL door clip, 4" x 2" x 1.5"

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5985003118

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18ga. EXT. girt, 5.63 x 9'-11 1/4"

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5996002416

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16ga. PDL Subcolumn, 4.75 to 5.5 wall x 7'-1.5" long

DESCRIPTIONPART #

PART # INDEX

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(800/356-5824) (Local 608/837-7899)

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B

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T

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S

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END OF CORRIDOR, TRIM & F.O. DETAILS

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5045000164

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206410800

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5045000064

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SEMI-FLUSH PANEL

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1

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SEMI-FLUSH PANEL

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2

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206410800

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760674

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GIRT

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H4

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WINDOW/DOOR JAMB TRIM

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4

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COLUMN

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SEMI FLUSH PANEL

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CORNER TRIM

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BOTTOM TRIM

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760674

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22ga. outside corner trim, BWHT

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WINDOW/DOOR HEADER TRIM

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3

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GIRT

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TOP TRIM

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CORNER TRIM

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BOTTOM TRIM

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CEILING TRIM

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CEILING PANEL

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760674

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760602

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SEMI FLUSH PANEL

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(FIELD CUT)

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24ga. ceiling panel

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B

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%%UWALL SECTION

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TOP TRIM

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CORNER TRIM

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BOTTOM TRIM

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CEILING TRIM

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CEILING PANEL

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3

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H9

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GIRT

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5045000064

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5045003364

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5045000164

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206410800

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276405250

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5045009164

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5045009164

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D

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H9

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4

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H9

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A

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%%USEMI-FLUSH @ SIDEWALL

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5045000064

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825660

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5045003364

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GIRT

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1

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H9

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2

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H9

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206410800

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24ga. semi-flush panel, 9'-0" long

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276405250

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5045000064

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24ga. S.F.angle trim, 1" x 2" x 11'-0"

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5045000164

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24ga. S.F.angle trim, 0.75" x 2.5" x 11'-0"

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5045003364

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24ga. inside CNR. trim, 3" x 6" x 9'-0"

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5045009164

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825660

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MARK DAVENPORT

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JUNE 30,

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2020

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P-51634

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MAS

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1/8" = 1'-0"

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385 REDMAN ROAD

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MONROE, MI

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222791

NOTICE: INSULATION INSTALLATION

It is the responsibility of the erector to install the insulation with

consideration that all voids in an insulated wall need to be filled

with insulation. Care should be taken to assure that exterior air

infiltration to the interior of the building is minimized. Light should

not be visible through cracks and crevices. Caulk or other remedies

to these situations is not supplied by Trachte and is to be used and

supplied at the discretion of the Erector and/or Owner.

VAPOR BARRIER

You must install the insulation with the vapor barrier to the climate

controlled side of the wall & roof (interior).

SECONDARY COLUMNS

Orientation of secondary columns, for insulated walls, differ from

non-insulated walls, check floor plan for proper column orientation.

DESCRIPTIONPART #

PART # INDEX

”

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Sheet No.

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Order No.

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Scale

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Plan No.

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Job Description

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Drawn by

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Date

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Sheet Title

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REVISION

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By

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Date

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.

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.

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(800/356-5824) (Local 608/837-7899)

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B

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T

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S

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INSULATION DETAILS

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5985014518

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%%UINSULATED SIDEWALL FRAMING%%

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C

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SW COLUMN

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GIRT

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BASE TRACK

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SW COLUMN

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GIRT

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EAVE CHANNEL

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AA

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%%UPLAN VIEW INSULATED SIDEWALL FRAMING%%

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AA

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SW COLUMN

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SW COLUMN

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ANGLE GIRT

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5950030618

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BASE TRACK

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4C

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H5

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REFER TO SIDEWALL PAGE FOR

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QUANTITY OF GIRTS.

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PURLIN

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7810045071

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3082_____

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5911002118

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%%UINSULATED TRANSVERSE%%

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%%UINTERIOR WALL FRAMING%%

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FOUNDATION

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RAKE ANGLE

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5

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H5

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6

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H5

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D

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102702

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120

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%%UINSULATED LONGITUDINAL%%

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%%UINTERIOR WALL FRAMING @ PURLIN%%

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PURLIN

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3082_____

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7810045071

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FOUNDATION

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5911002018

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9

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H5

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10

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H5

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F

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5910006218

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23

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H5

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102702

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120

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3082_____

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PURLIN

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7810045071

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5911002118

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%%UINSULATED TRANSVERSE%%

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%%UCORRIDOR FRAMING%%

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FOUNDATION

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RAKE ANGLE

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11

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H5

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12

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H5

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G

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3082_____

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5045001864

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5045001864

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CORRIDOR

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VAPOR BARRIER CLIMATE CONTROLLED SIDE

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206410800

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120

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TRANSVERSE TO LONGITUDINAL INSULATED WALL INTERSECTION

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INT COLUMN

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INSULATION

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SEC COLUMN

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PARTITION PANEL

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5920002880

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INT COLUMN

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SEC COLUMN

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PARTITION PANEL

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710969

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LONGITUDINAL

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WALL

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WALL

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LONGITUDINAL

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TRANSVERSE

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WALL

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94

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94

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94

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760600

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5920008982

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13

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INSULATION

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388012200

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CLIMATE CONTROLLED SIDE

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120

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779600

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779600

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779500

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6051006090

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109

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6051006090

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6051006090

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INSULATED LONGITUDINAL WALL THRU TRANSVERSE PARTITION @ PURLIN LINE

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INT COLUMN

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SEC COLUMN

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PARTITION PANEL

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779600

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779500

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SEC COLUMN

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PARTITION PANEL

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INSULATION

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S

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tructural

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ine

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L

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760600

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(VAPOR BARRIER)

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TRANSVERSE

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LONGITUDINAL

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6051006090

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6051006090

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109

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14

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120

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6051006090

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#12x1-1/4" - 710969

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ONE SIDE

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#12x3/4" - 760600

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OTHER SIDE

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94

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5920008982

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PARTITION PANEL

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INSULATION

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A - PANEL

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24

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INSULATED BLANK EW & BLANK EW & BLANK SW @ CORNER@ CORNERORNER

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710969

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5920008982

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SW COLUMN

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EW COLUMN

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CORNER TRIM

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CUT LINE

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78

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15

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120

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#12 X 1 1/4"

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INSULATED EXTERIOR WALL @ SEC WALL INTERSECTION

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SECONDARY WALL

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PARTITION PANEL

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760600

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SW GIRT ANGLE

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INSULATION

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SEC COLUMN

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16

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120

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GIRT

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A PANEL

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#12 x 1 1/4" SCREW

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PART. CHANNEL

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EW COLUMNS

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OR

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SEE FLOOR PLAN FOR ORIENTATION

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94

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INSULATED END WALL @ SEC WALL INTERSECTION

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SECONDARY WALL

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PARTITION PANEL

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760600

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SEC COLUMN

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17

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PART. CHANNEL

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S

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tructural

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ine

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L

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EW COLUMN

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710969

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INSULATION

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A - PANEL

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CAULK TAPE & CLOSURE INSTALLATION

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PARTITION PANEL

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779500 CLOSURE

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779600 CLOSURE

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COLUMN or STUD

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COLUMN or STUD

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6051006090 CAULK

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6051006090 CAULK

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109

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109

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PARTITION PANEL FASTENING DETAIL

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(LENGTH VARIES)

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29 ga. GALVANIZED

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AT OVERLAP DETAIL

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STITCH SCREW

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ine

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L

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tructural

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S

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FOUNDATION

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COLUMN

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BEARING LEG

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ATTENTION: Partition wall panel lengths were determined with the panel starting at least 3 " in from the sidewall. All 12" in from the sidewall. All buildings 25' or more will have 2-panels that lap at a interior column line. The panels should overlap at least by 1".

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710969

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710969

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PANEL

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710969

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COLUMN

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INSULATED ENDWALL/SIDEWALL @ BASE TRACK

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79

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PARTITION PANEL

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BASE TRACK

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SILL TRIM

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A-PANEL

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SILL PLATE SEALER

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1

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FOUNDATION

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710969

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INSULATION

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779600

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120

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INSULATED BLANK SIDEWALL @ COLUMNS

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4A

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PARTITION PANEL

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PARTITION ANGLE

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760600

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INSULATION

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104170

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A - PANEL

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BSW COLUMN

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L

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ine

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tructural

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S

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19

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24

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760300

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760110

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5950030618

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710969

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120

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PARTITION PANEL

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INSULATION

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BSW COLUMN

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BSW SUPPORT

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710969

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CLOSURE

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760600

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PARTITION ANGLE

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STR JAMB

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4B

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INSULATED DOOR SIDEWALL DOOR SIDEWALL SIDEWALL @ STR JAMBSTR JAMB

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SIDEWALL TRIM

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A-PANEL

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PARTITION PANEL

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CLIP

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STR JAMB

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120

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GIRT ANGLE CONNECTION

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4C

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760600

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GIRT

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GIRT ANGLE

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INT COLUMN

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TRANSVERSE INTERIOR WALL FRAMING @ BASE TRACK

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PARTITION PANEL

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TRACK

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SILL PLATE SEALER

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5

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104168

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LET THE SILL SEALER EXTEND 1/4" TO THE NON CLIMATE CONTROLLED SIDE OF THE TRACK. THIS PROVIDES FOR A GOOD SEAL WHERE THE PARTITION PANEL ABUTS THE FLOOR WHEN POSSIBLE.

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TRANSVERSE INTERIOR WALL FRAMING @ TOP

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RAKE ANGLE

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PURLIN

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INT COLUMN

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6

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INT COLUMN

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PARTITION

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PANEL

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760600

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104168

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9

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SILL PLATE SEALER

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PARTITION PANEL

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SEC COLUMN

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TRACK

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LONGITUDINAL INTERIOR WALL FRAMING @ BASE TRACK

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710969

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6051006090

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779600

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760600

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109

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LET THE SILL SEALER EXTEND 1/4" TO THE NON CLIMATE CONTROLLED SIDE OF THE TRACK. THIS PROVIDES FOR A GOOD SEAL WHERE THE PARTITION PANEL ABUTS THE FLOOR WHEN POSSIBLE.

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760600

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PURLIN

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SEC COLUMN/STUD

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LONGITUDINAL INTERIOR WALL FRAMING @ PURLIN

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INT COLUMN

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PANEL

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PARTITION

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10

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710979

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INSULATION

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TOP ANGLE

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%%USECTION VIEW%%U

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PT PANEL

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PURLIN

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(VAPOR BARRIER)

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STRIP BATTING FROM

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VAPOR BARRIER TO

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STUFF PURLIN CAVITY

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CLOSURES & CAULK NOT SHOWN FOR CLARITY.

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6051006090

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109

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120

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INT COLUMN

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TRANSVERSE INTERIOR WALL FRAMING @ BASE TRACK

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TRACK

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SILL PLATE SEALER

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11

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104168

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LET THE SILL SEALER HANG 1/4" TO THE EXTERIOR SIDE OF THE TRACK. THIS PROVIDES FOR A GOOD SEAL WHERE THE PARTITION PANEL ABUTS THE FLOOR WHEN POSSIBLE.

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TRANSVERSE CORRIDOR FRAMING @ TOP

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RAKE ANGLE

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PURLIN

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INT COLUMN

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12

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INT COLUMN

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PURLIN

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%%UPLAN VIEW%%U

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TOP TRIM

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RAKE ANGLE

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INSULATION

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760674

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PT PANEL

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FLUSH PANEL

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760600

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120

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SEC COLUMN

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SILL SEALER

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TRACK

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PANEL

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(LENGTH VARIES)

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779500

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779600

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SEC COLUMN

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AT OVERLAP DETAIL

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STITCH SCREW

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ine

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L

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tructural

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S

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FOUNDATION

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BEARING

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COLUMN

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710969

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710969

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TRACK

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710969

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INT COLUMN

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104166

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LEG

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109

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SECTION @ SECONDARY COLUMN LOCATION/INSULATED LONGITUDINAL PARTITION WALL

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23

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MARK DAVENPORT

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JUNE 30,

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2020

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P-51634

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MAS

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H5

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1/2" = 1'-0"

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385 REDMAN ROAD

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MONROE, MI

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222791

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102702

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104168

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Rawl Anchor Bolt

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206410800

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3082_____

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29ga. PT. liner panel

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388012200

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18ga. partition channel

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5045001864

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5910002514

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14ga. eave top track, 3.88" x 3.13" x 10' long

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5910006218

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18ga. eave top angle, 6.75" x 2" x 9'-10"

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5911002018

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5911002118

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5920002880

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20ga. trim, insul wall, 'Z' GALV

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5920008982

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18ga. angle, insul, PT., 1.5"x2.5"x12'-0"

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5950030618

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5985014518

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18ga. girt, angle, 10'-4" long

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7810045071

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insulation,wmp-vr, 4" X 5'-0" X 71'-0"

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109

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A 1/8” BEAD OF BUTYL CAULK (6051006090) IS TO BE PLACED ON EACH BEAD OF BUTYL CAULK (6051006090) IS TO BE PLACED ON EACH SIDE OF FOAM CLOSURES WITHIN INSULATED WALLS TO ASSURE AN ADEQUATE SEAL.

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INSULATED WALL; FOAM CLOSURES

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120

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THE COMPOSITE OF FIBERGLASS AND FACING SHALL HAVE SURFACE BURNING CHARACTERISTICS NOT TO EXCEED 25 FLAME SPREAD AND 50 SMOKE WHEN TESTED IN ACCORDANCE WITH UNDERWRITERS LABORATORIES 723 TEST METHOD OR ASTM E-84 TEST METHOD. INSULATION BY OTHERS TO MEET OR EXCEED THESE REQUIREMENTS.

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INSULATION FLAME AND SMOKE RATING

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19

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24

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THE LONGITUDINAL CORRIDORS USE "ZEE" TRIM PART #789601. THE TRANSVERSE CORRIDORS USE "ZEE" TRIM #789602. REFER TO "CROSS SECTION THROUGH CORRIDOR" DETAIL ON THE CORRIDOR DETAIL PAGE.

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CORRIDOR "Z" TRIM

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78

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FIELD CUT FIRST PANEL TO REMOVE FIRST RIB IN ORDER TO MISS THE BOLT HEADS WITH THE PANEL SCREWS. ASSURE THAT THE PANEL RIBS ARE OFFSET FROM THE 1'-0" GRID LINE.

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EXTERIOR A-PANEL

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79

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FIELD CUT BOTTOM PANEL TO REMOVE FIRST RIB TO GIVE YOU A FLAT SURFACE TO SCREW THROUGH THE PANEL INTO THE BASE TRACK.

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INTERIOR LINER PANEL

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94

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1ST CONSTRUCT ALL TRANSVERSE WALLS (ONLY PANEL AS IF ALL WALLS ARE NOT INSULATED). #12x3/4" SCREWS #760600 ARE TO BE USED. 2ND CONSTRUCT ALL LONGITUDINAL WALLS (INSULATE AND PANEL BOTH SIDES IF NEEDED). #12x3/4" SCREWS #760600 ONE SIDE, #12x1-1/4" SCREWS #710969 ARE TO BE USED ON OTHER SIDE. 3RD FINISH INSULATING AND PANEL TRANSVERSE WALLS WHERE NEEDED, #12x1-1/4" SCREWS #710969 ARE TO BE USED.

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TRANSVERSE AND LONGITUDINAL WALL CONSTRUCTION

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%%UINSULATED ENDWALL FRAMING%%

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30_______

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GIRT

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GIRT

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FOUNDATION

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A - PANEL

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7810045071

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1

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H7

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2

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H7

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A

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120

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%%UINSULATED SIDEWALL FRAMING%%

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30_______

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GIRT

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GIRT

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7810045071

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A - PANEL

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FOUNDATION

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1

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H7

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3

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H7

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B

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4B

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H7

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5910000114

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120

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5987____18

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5910006218

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779500

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INSULATION

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PARTITION PANEL

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RAKE ANGLE

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RAKE TRIM

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INSULATED ENDWALL @ TOP

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2

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710969

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A-PANEL

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120

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INSULATED SIDEWALL @ EAVE

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EAVE TRIM

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CHANNEL

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EAVESPAN

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EAVE CHANNEL

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TOP ANGLE

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PARTITION PANEL

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INSULATION

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A-PANEL

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3

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710969

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779600

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120

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