R2.pdf

R2 04Oct '14

Erection Guide

AISC CODE OF STANDARD PRACTICE TOLERANCES FOR SETTING ANCHOR RODS

FIELD TOLERANCES

COLUMN ALIGNMENT TOLERANCES

MEZZANINE BEAM HEIGHT TOLERANCE

PLAN VIEW

ALIGNMENT TOLERANCE FOR MEMBERS WITH FIELD SPLICES

SUGGESTED METHOD OF PURLIN ATTACHMENT

(FOR BLDG ACCESSORIES)

ROOF CURBS

HANGER ROD**

ROOF JACK INSTALLATION

ROOF JACK INSTALLATION

BUILDING ANCHORAGE

BASE PLATE AND ANCHOR ROD TOLERANCES

ANCHOR ROD SETTING TOLERANCES

Th is pa rts or de r t o b e u se d f or fie ld mo dif ica tio n o f o rg ina l jo b 1

5- B-

AutoCAD SHX Text Apply Tri-Bead Tape Sealant Continuously around Pipe

AutoCAD SHX Text NOTE: Roll roof jack up over Tri-Bead Tape Sealant and secure the clamp.

AutoCAD SHX Text Do not use galvanized roof jacks, lead hats or other residential grade roof jacks. These roof jacks do not have 20-year service life and, in the case of lead hats, will cause galvanic corrosion of the roof panels.

AutoCAD SHX Text Use EPDM rubber roof jacks with an integral aluminum band bonded into the perimeter of the base. For high temperature applications (200-400 degrees Fahrenheit) use silicone rubber roof jacks. Retrofit rubber roof jacks are available for applications in which the top of the pipe is inaccessible, eliminating the possibility of sliding the roof jack over the top of the pipe.

AutoCAD SHX Text Do not use tube caulk/silicone to seal roof jack to the roof panels. Use only tape sealant as supplied by Metal Bldg Manufacturer. Fasten the roof jack to the roof panels with 1/4"-14 x 7/8" Lap Tek Stitch Screws at 1" on center around base of roof jack.

AutoCAD SHX Text Roll down the top of the roof jack and apply tape sealant continuously around the exposed portion of the pipe. Roll the top of the roof jack back over the tape sealant. Apply the stainless steel clamp over top of roof jack and firmly tighten to form a secure compression seal.

AutoCAD SHX Text Do not install a pipe through the standing seam of the roof panel. Keep pipe penetration in center of panel to allow the base of the rubber roof jack to seal to the pan of the panel.

AutoCAD SHX Text If a pipe must be installed through a panel seam, or if the pipe diameter is so large to block the flow of water down the roof panel, you must install a "pipe curb" into the roof and then seal the pipe curb with rubber roof jack. For pipes in which top cannot be accessed, a two-piece pipe curb is available.

AutoCAD SHX Text In Northern climates, protect all pipe penetrations from moving ice or snow with a snow retention system immediately up slope from the pipe.

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7.5.1. Anchor rods, foundation bolts and other embedded items shall be set by the owner's designated representative for construction in accordance with embedment drawings that have been approved by the owner's designated representatives for design and construction. The variation in location of these items from the dimensions shown in the embedment drawings shall be as follows: (a) The variation in dimension between the centers of any two anchor rods within an anchor-rod group shall be equal to or less than 1/8 in. [3 mm]. (b) The variation in dimension between the centers of adjacent anchor-rod groups shall be equal to or less than 1/4 in. [6 mm]. (c) The variation in elevation of the tops of anchor rods shall be equal to or less than plus or minus 1/2 in. [13 mm]. (d) The accumulated variation in dimension between centers of the anchor-rod groups along the column line through multiple anchor-rod groups shall be equal to or less than 1/4 in. per 100 ft [2 mm per 10000 mm], but not to less than 1/4 in. per 100 ft [2 mm per 10000 mm], but not to exceed a total of 1 in. [25 mm] [25 mm] (e) The variation in dimension from center of any anchor-rod group to the (e) The variation in dimension from center of any anchor-rod group to the column line through that group shall be equal to or less than 1/4 in. [6 mm]. [6 mm]. The tolerances that are specified in (b), (c) and (d) shall apply to offset dimensions shown in the structural design drawings, measured parallel and perpendicular to the nearest column line, for individual columns that are shown in the structural design drawings as offset from column lines. 7.5.2. Unless otherwise specified in the contract documents, anchor rods shall be set with their longitudinal axis perpendicular to the theoretical bearing surface. 7.5.3. Embedded items and connection materials that are part of the work of other trades, but that will receive structural steel, shall be located and set by the owner's designated representative for construction in accordance with an approved embedment drawing. The variation in location of these items shall be limited to a magnitude that is consistent with the tolerances that are specified in Section 7.13 for the erection of the structural steel. 7.5.4. All work performed by the owner's designated representative for construction shall be completed so as not to delay or interfere with the work of the fabricator and the erector. The owner's designated representative for construction shall conduct a survey of the as-built locations of anchor rods, foundation bolts and other embedded items, and shall verify that all items covered in Section 7.5 meet the corresponding tolerances. When corrective action is necessary, the owner's designated representative for construction shall obtain the guidance and approval of the owner's designated representative for design. It is extremely important that anchor bolts be placed accurately in accordance with the Anchor Rod Setting Plan. All anchor rods should be held in place with a template or similar means, so that they will remain plumb and in correct location during placing of the concrete. A final check should be made after the completion of the concrete work and prior to the steel installation. This will allow any necessary corrections to be made before the costly installation labor and equipment arrives.

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DO NOT INSTALL HANGER ROD IN FLANGE OF PURLIN

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DO NOT INSTALL PURLIN CLIPS OF ANY KIND ON FLANGE OF THE PURLIN AS SHOWN

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THE INCORRECT WAYS

AutoCAD SHX Text SUGGESTED METHODS ** (Not by Metal Bldg Manufacturer)

AutoCAD SHX Text An angle is self-tapped to the web of the purlin to catch hanger rod. This method does not preclude other forms of attachment to the purlin web. The total hanger load shall not exceed the design collateral load for the building. A sample calculation is shown below: 5' (purlin spacing) x 5' (hanger spacing) x 6 psf (collateral load) = 150 lbs. See cover sheet for design collateral load for this building. Note: If this building is designed for 0 psf collateral load, then adding any suspended system (ie. duct work, piping, lights, ceilings, etc.) will correspondingly reduce the design live load.

AutoCAD SHX Text The curb details shown illustrate the building manufacturers recomended curb style and installation method. It is the erector / installer's responsibility to provide the proper curb style and install them in accordance with the procedures established by these details. Failure by the erector / installer to follow these recommendations may result in the curbs damaging the roof system or excluded from warranties.

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HEIGHT EIGHT 10' 12' 15' 20' 25' 30' 45' 60'

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H/500 (±) TOLERANCE 1/4" 5/16" 3/8" 1/2" 5/8" 3/4" 1 1/16" 1 7/16"

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SIDEWALL

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SIDEWALL

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AutoCAD SHX Text Up Hill

AutoCAD SHX Text Down Hill

AutoCAD SHX Text Purlin Line

AutoCAD SHX Text Indicates Roof Panel Support location

AutoCAD SHX Text Indicates Curb Base Support location

AutoCAD SHX Text Panel Rib Profile

AutoCAD SHX Text Floating Panel Support

AutoCAD SHX Text Up Lift Plate (If Required)

AutoCAD SHX Text Curb Base

AutoCAD SHX Text Section : "A" (Insulation when specified)

AutoCAD SHX Text (When not Supplied by Building Manufacturer)

AutoCAD SHX Text All roof curbs to be: 1. .080 Aluminum or 18ga. Stainless (No Galvalume/No Galvanized) 2. Panel rib to rib installation (No flat skirt or lay-over Curbs) 3. Installed over low end / under high end application for water flow at panel splice 4. Up lift prevention for clip applied roof systems are required if: a. Wind load exceeds 110 mph or b. Curb base crosses a purlin 5. Supported on (4) four side by primary or secondary framing 6. Max Single Curb weight Recommend = 1500#

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PURLIN

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HANGER ROD

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ROD, ANGLE OR CHAIN

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"Z" PURLIN CLIP

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PURLIN

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ANGLE (W/ 2 SELF-DRILLERS**

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PURLIN

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SPRINKLER PIPE

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HANGER ROD **

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ANGLE**

AutoCAD SHX Text Panel profile varies

AutoCAD SHX Text Install Pipe in center to allow base of rubber roof jack to lay flat on panel. Cannot encompass more than 75% of panel.

AutoCAD SHX Text Correct

AutoCAD SHX Text Incorrect

AutoCAD SHX Text Panel profile varies

AutoCAD SHX Text ** Stainless Steel Clamp

AutoCAD SHX Text Step 1

AutoCAD SHX Text Step 2

AutoCAD SHX Text Step 3

AutoCAD SHX Text Roof Jack ** Roll Top Down

AutoCAD SHX Text 1/4-14 x 7/8" Lap Tek S.D. w/Washerat 1" O.C.

AutoCAD SHX Text Tri-Bead Tape Sealant HW504

AutoCAD SHX Text ** Stainless Steel Clamp

AutoCAD SHX Text ** Stainless Steel Clamp

AutoCAD SHX Text Roof Jack **

AutoCAD SHX Text 1/4-14 x 7/8" Lap Tek S.D. w/Washer at 1" O.C.

AutoCAD SHX Text Tri-Bead Tape Sealant HW504

AutoCAD SHX Text Tri-Bead Tape Sealant HW504

AutoCAD SHX Text 1/4-14 x 7/8" Lap Tek S.D. w/Washer at 1" O.C.

AutoCAD SHX Text Tri-Bead Tape Sealant HW504

AutoCAD SHX Text Roof Jack **

AutoCAD SHX Text (Not by Metal Bldg Manufacturer) **

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AutoCAD SHX Text ±1/4"

AutoCAD SHX Text Page

AutoCAD SHX Text Date

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MEZZANINE BEAM

AutoCAD SHX Text A

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AutoCAD SHX Text Curb Base Length

AutoCAD SHX Text 6" Min.

AutoCAD SHX Text 12" Min.

AutoCAD SHX Text Panel Clip Ht.

AutoCAD SHX Text Endlap

AutoCAD SHX Text Roof Panel

AutoCAD SHX Text Roof Panel

AutoCAD SHX Text Endlap

AutoCAD SHX Text 4" Max

AutoCAD SHX Text Cell Cap Down Hill Outside

AutoCAD SHX Text Cell Cap Up Hill Inside

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ENDWALL

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ENDWALL

AutoCAD SHX Text 2"

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DIMENSIONS MUST

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BE EQUAL

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TRANSIT

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1. To determine that the foundation is square, measure diagonal dimensions to be sure they are of equal length. 2. To determine that the foundation is level, set up a transit or level and use a level rod to obtain the elevation at all columns. 3. Carefully check the location of all anchor rods against the Anchor Rod Setting Plan furnished by the Manufacturer. All dimensions must be identical to assure a proper start-up.

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SHEETING NOTCH SHOWN BUT MAY NOT BE REQUIRED (SEE ANCHOR ROD PLAN)

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STAKE

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TEMPLATE

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FORM BOARD

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ANCHOR RODS

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STEEL LINE

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SHEETING NOTCH

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PROJECTION OF ANCHOR RODS "D" GIVEN ON ANCHOR ROD PLAN.

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STEEL LINE

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DIMENSIONS A, B, AND C AS GIVEN

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ON ANCHOR BOLT PLAN

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TEMPLATE

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FORM BOARD

AutoCAD SHX Text A

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AutoCAD SHX Text ±1/8"

AutoCAD SHX Text ±1/4" (±6mm)

AutoCAD SHX Text ±1/8"

AutoCAD SHX Text ±1/8"

AutoCAD SHX Text ±1/8"

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* ±1/2" ±13mm)

AutoCAD SHX Text (±3mm)

AutoCAD SHX Text (±3mm)

AutoCAD SHX Text (±3mm)

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AutoCAD SHX Text Bottom of Base Plate

AutoCAD SHX Text Base of Steel

AutoCAD SHX Text Specified Column Centerline

AutoCAD SHX Text Steel Line

AutoCAD SHX Text *Variation in Elevation to the Tops of Anchor Rods

AutoCAD SHX Text Project Name & Location:

AutoCAD SHX Text Customer:

AutoCAD SHX Text Job Number:

AutoCAD SHX Text Sheet Number:

AutoCAD SHX Text Checked by:

AutoCAD SHX Text For Approval (Not For Construction)

AutoCAD SHX Text For Erector Installation

AutoCAD SHX Text For Construction Permit

AutoCAD SHX Text Drawn by:

AutoCAD SHX Text Date

AutoCAD SHX Text Revision

AutoCAD SHX Text Description

AutoCAD SHX Text By

AutoCAD SHX Text Ck'd

AutoCAD SHX Text Scale:

AutoCAD SHX Text Drawing Status:

AutoCAD SHX Text Project Engineer:

AutoCAD SHX Text Preliminary (Not For Construction)

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NOT TO SCALE

AutoCAD SHX Text R2 of 13

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RRB 2/5/18

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PHONE: 1.800.445.0412

AutoCAD SHX Text Pompano Beach, Florida 33060

AutoCAD SHX Text www.durobuildings.com

AutoCAD SHX Text 351 South Cypress Road Suite 100

AutoCAD SHX Text Duro Beam

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THE BEST PRE-ENGINEERED I-BEAM BUILDINGS

AutoCAD SHX Text The engineer whose seal appears hereon is an employee for the manufacturer, NCI Groups, Inc. or one of its affiliates, for the materials described herein. Said seal or certification is limited to the products designed and manufactured by manufacturer only. The undersigned engineer is not the overall engineer of record for this project.

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METAL STORAGE BUILDING ATTN:ANDY DOKLOVIC WOOSTER, OH.

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METAL STORAGE BUILDING WOOSTER, OH

AutoCAD SHX Text 15-B-12547

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DRST1B

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ENST1A