Pre Eng Building Submittal 4

[nilaypathak]

Hello,

I am developing Pre Eng Building Standard submittal log. It seems to me straight forward. some time it worth to have input.
Thanks in advance for you input.

 

[dik]

from my general notes:

for loading:

PEMB LOADING

PEMB SHALL BE DESIGNED FOR THE FOLLOWING LOADS IN ADDITION TO THE LOADS STIPULATED ABOVE:

ALL ROOF PURLINS: DEAD LOAD = 5 PSF UDL
LIVE LOAD = 5 PSF UDL AND [ONE POINT LOAD OF 250 | TWO POINT LOADS OF 250] LBS SUSPENDED FROM ANY LOCATION

BUILDING FRAME: DEAD LOAD = 1000 LBS VERT DOWNWARDS AT ANY LOCATION
DEAD LOAD = 500 LBS HOR EITHER DIRECTION AT EACH HAUNCH
LIVE LOAD = 2000 LBS VERT DOWNWARDS AT ANY LOCATION
LIVE LOAD = 1000 LBS HOR EITHER DIRECTION AT EACH HAUNCH


and from PEMB's


STEEL BUILDING SYSTEM (PEMB)

MANUFACTURER SHALL BE CERTIFIED TO CSA A660

THE METAL BUILDING SYSTEM MANUFACTURER SHALL SUBMIT THE CSSBI CERTIFICATE OF DESIGN AND MANUFACTURING CONFORMANCE TO THE [CONSULTANT | ENGINEER] PRIOR TO SHIPMENT OF THE PREFABRICATED BUILDING TO SITE

DESIGN STANDARDS FOR THE METAL BUILDING SYSTEM ARE TO MEET THE REQUIREMENTS OF PART 4 OF THE NBCC, CSA S16 AND CSA S136 EXCEPT AS NOTED BELOW

WELDING SHALL BE PERFORMED IN ACCORDANCE WITH CSA W59. MANUFACTURER TO BE APPROVED BY THE CANADIAN WELDING BUREAU, IN ACCORDANCE WITH CSA W47.1 FOR DIVISION 1 OR DIVISION 2

ALL STRUCTURAL STEEL COMPONENTS, INCLUDING ANCHOR RODS SHALL BE CERTIFIED AS WELDABLE

PREFABRICATED METAL BUILDING SYSTEM SUPPLIER SHALL SUPPLY ALL ANCHOR RODS, NUTS AND WASHERS TO SECURE THE BUILDING TO THE FOUNDATION. ANCHOR RODS ARE TO BE DESIGNED FOR ALL HOR AND VERT LOADS

REFER TO ANCHOR ROD NOTES FOR ANCHOR ROD REQUIREMENTS

DESIGN OF THE BUILDING FRAME AND ALL COL MEMBERS SHALL ASSUME THAT ALL FRAME AND COL BPS ARE SUPPORTED ON 1" OF GROUT

COORD X-BRACING ELEMENTS WITH ARCH TO PREVENT CONFLICT WITH OPENINGS

MIN ROOF SLOPE SHALL BE 1/2:12 (VERT:HOR)

THE BUILDING SHALL CARRY A 25 YEAR ROOF WARRANTY AND A 15 YEAR SIDING WARRANTY AGAINST DEFECTS IN MATERIALS AND SHALL CARRY A 5 YEAR WARRANTY AGAINST DEFECTS IN WORKMANSHIP

BUILDING FRAME TOTAL LATERAL DEFLECTION AT THE HAUNCH SHALL NOT EXCEED [H/120 | H/360 | H/600 (PROVIDING CRANE SUPPORT)] WHERE HEIGHT IS THE HEIGHT OF THE WALL

THE TOTAL COMBINED LIVE LOAD DEFLECTION FOR THE GIRTS AND SIDING SHALL NOT EXCEED L/240

THE TOTAL LIVE LOAD DEFLECTION FOR THE ROOF DECK SHALL NOT EXCEED L/240

THE TOTAL LIVE LOAD DEFLECTION FOR THE ROOF PURLINS SHALL NOT EXCEED L/240

THE TOTAL LIVE LOAD ROOF GIRDER DEFLECTION SHALL NOT EXCEED L/180

THE BUILDING SHALL BE COMPLIANT WITH THE REQUIREMENTS OF [ASHRAE 90.1 | THE CURRENT NATIONAL ENGERGY CODE]

THE PEMB SUPPLIER SHALL PROVIDE FOR SUPPORT OF ANCILLARY STRUCTURAL ELEMENTS WHERE NOTED ON THE DWGS. THE METAL BUILDING SUPPLIER SHALL PROVIDE FOR REDUCED DEFLECTION LIMITATIONS AS REQUIRED FOR ATTACHMENT AND SUPPORT OF OTHER BUILDING COMPONENTS

THE CONTRACTOR SHALL SUBMIT SHOP DRAWINGS PRIOR TO FABRICATION FOR THE [CONSULTANT | ENGINEER]'S REVIEW. UNLESS NOTED OTHERWISE, SUBMIT SHOP DRAWINGS AS FOLLOWS:
1 SET OF DWGS ON REPRODUCIBLE VELLUM
1 SET OF DWGS IN DIGITAL FORMAT
2 SETS OF PRINTS MADE FROM THE REPRODUCIBLE VELLUM

SHOP DRAWINGS SHALL BEAR THE SEAL OF AN ENGINEER REGISTERED IN THE PROVINCE WHERE THE PROJECT IS LOCATED WHO WILL BE RESPONSIBLE FOR THE DESIGN, FABRICATION AND ERECTION OF THE PEMB

SHOP DRAWINGS SHALL BE SUBMITTED TO THE [CONSULTANT | ENGINEER] FOR REVIEW PRIOR TO THE PLACEMENT OF FOUNDATIONS. SHOP DRAWINGS ARE TO PROVIDE LOCATION OF GRID LINES, AB CLUSTERS, AND SIZES. ANCHOR ROD AND BASE PLATE DESIGN SHALL ASSUME THAT BASE PLATES ARE SUPPORTED ON 1" GROUT

SHOP DRAWINGS SHALL SHOW THE ANCHOR SETTING LOCATIONS FOR THE BUILDING. ANCHOR SETTING DWG SHALL SHOW:
ANCHOR ROD LOCATIONS, TYPE, DIA, PROJECTION AND LENGTH, MAX AND MIN REACTIONS BASED ON THE LOAD COMBINATIONS STIPULATED IN THE BUILDING CODE IN EFFECT IN THE PROVINCE WHERE THE PROJECT IS LOCATED SHALL BE PROVIDED (A TABULAR FORM SHOWING LOADING REACTIONS FOR VARIOUS LOAD CASES IN NOT ACCEPTABLE)

THE BUILDING SHALL BE INSULATED AND THE PREFABRICATED METAL BUILDING SUPPLIER SHALL SUPPLY ALL NECESSARY THERMAL BLOCKS AND INSULATION

INSULATION SHALL BE PROVIDED BY PEMB SUPPLIER

PURLIN BRACES ARE TO BE PROVIDED IN ACCORDANCE WITH CSA S136, CLAUSE 8. IN PARTICULAR, FOR A STANDING SEAM ROOF SUPPORTED ON MOVABLE CLIPS, BRACES PROVIDING LATERAL SUPPORT TO BOTH TOP AND BOT PURLIN FLANGE ARE TO BE PROVIDED. THE NUMBER OF ROWS SHALL BE DETERMINED BY ANALYSIS BUT IN NO CASE TO BE LESS THAN 1 FOR SPANS UP TO 23 FT. OR LESS THAN 2 FOR SPANS GREATER THAN 23 FT

FOR COATING SYSTEM, REFER TO COATING SYSTEM NOTES

THE BUILDING SHALL BE COMPLIANT WITH THE REQUIREMENTS OF FM GLOBAL FOR AN [1-60 | 1-90] RATING

and I add and subtract as the project requires... can be used for a guide...

Dik

 

[charliealphabravo]

In my experience designing foundations for these buildings (in the southeast), the length and style of the anchor rod below the column base plates was not specified by the building engineer.

Below the base plate, only the rod diameter and loads to be transferred at that location were tabulated by the building engingeer (and maybe the steel grade of the rod) so that the engineer of record could design the foundation.

I'm sure there are other acceptable delivery methods but any rod embedment lengths provided by the building enginer would not have been meaningful since the building engineer was not typically aware of the concrete coverage limitations on the footings or the configuration of supplemental reinforcement.

 

[dik]

CAB...

that's why I stipulate, "PREFABRICATED METAL BUILDING SYSTEM SUPPLIER SHALL SUPPLY ALL ANCHOR RODS, NUTS AND WASHERS TO SECURE THE BUILDING TO THE FOUNDATION. ANCHOR RODS ARE TO BE DESIGNED FOR ALL HOR AND VERT LOADS"

Have run into problems with these guys before... My general notes are a compilation of problems and errors accumulated over the last 40 years <G>

Dik

 

[nilaypathak]

Thank you all.

 

[charliealphabravo]

in that case i think this is a regional distinction.

in areas governed by wind, the anchor rod capacity is highly dependent on concrete coverage, rod length, concrete strength, and the configuration of the embedded end (hooked or hex head). this is especially true if the building design relies on wind columns.

some type of supplemental reinforcement in the foundation is almost always needed to achieve the resistance transmitted by the rods when there is a near slab edge. also if you are designing a horse barn or arena where there is no slab then it is unlikely that the building engineer/suppliers anchor rod design will work.

typically i think that all of these elements cannot be properly considered by the supplier's engineer and should be described on the EOR's foundation plan. in my opinion, the suppliers drawings should only show the anchor rod's diameter and grade, not the length or the configuration of the embedded end.

 

[dik]

I have anchor rod and concrete notes, too... that cover conc strength, anchor rod material, min embedment and use only heavy hex head/nuts... I specifically exclude 'J' or 'L' anchor rods.

Dik