ss_E1.pdf

Drawing Index

02/06/18

AutoCAD SHX Text

ENGINEERING DESIGN CRITERIA

AutoCAD SHX Text Building Code ..................... 2011 OHIO

AutoCAD SHX Text Occupancy Category ................ Normal (Category II)

AutoCAD SHX Text Roof Dead Load

AutoCAD SHX Text Superimposed ................. 2.15 psf

AutoCAD SHX Text Collateral ................... 1.00 psf

AutoCAD SHX Text (1.00 psf Other)

AutoCAD SHX Text Roof Live Load .................... 20.00 psf reduction allowed

AutoCAD SHX Text Snow

AutoCAD SHX Text Ground Snow Load (Pg) ........ 25.00 psf

AutoCAD SHX Text Snow Load Importance Factor (I) 1.00

AutoCAD SHX Text Flat Roof Snow Load (Pf) ..... 17.50 psf (per code)

AutoCAD SHX Text Minimum Roof Snow Load (Pf) .. 25.00 psf (used in design)

AutoCAD SHX Text Snow Exposure Factor (Ce) .... 1.00

AutoCAD SHX Text Thermal Factor (Ct) .......... 1.00

AutoCAD SHX Text Wind

AutoCAD SHX Text Basic Wind Speed ............. 90.00 mph

AutoCAD SHX Text Wind Importance Factor (I) ... 1.00

AutoCAD SHX Text Wind Exposure Category ....... B

AutoCAD SHX Text Internal Pressure Coef (GCpi) 0.18/-0.18

AutoCAD SHX Text Loads for components not provided by building manufacturer

AutoCAD SHX Text Corner Areas (within 6.00' of corner) 13.33 psf pressure -17.78 psf suction

AutoCAD SHX Text Other Areas 13.33 psf pressure -14.44 psf suction

AutoCAD SHX Text These values are the maximum values required based on a 10 sq ft area.

AutoCAD SHX Text Components with larger areas may have lower wind loads.

AutoCAD SHX Text Seismic

AutoCAD SHX Text Seismic Importance Factor (Ie) 1.00

AutoCAD SHX Text Seismic Design Category ...... B

AutoCAD SHX Text Soil Site Class .............. D Stiff Soil

AutoCAD SHX Text Ss ........................... 0.143 g Sds ..... 0.153 g

AutoCAD SHX Text S1 ........................... 0.051 g Sd1 ..... 0.082 g

AutoCAD SHX Text Analysis Procedure ........... Equivalent Lateral Force

AutoCAD SHX Text Column Line All

AutoCAD SHX Text Basic Force Resisting System H

AutoCAD SHX Text Response Modification Coefficient (R) 3.00

AutoCAD SHX Text Seismic Response Coefficient (Cs) 0.05

AutoCAD SHX Text Design Base Shear in kips (V) 1.51

AutoCAD SHX Text Basic Structural System (from ASCE 7-05 Table 12.2-1)

AutoCAD SHX Text H - Steel System not Specifically Detailed for Seismic Resistance

AutoCAD SHX Text

DEFLECTION CRITERIA

AutoCAD SHX Text The material supplied by the manufacturer has been designed with

AutoCAD SHX Text the following minimum deflection criteria. The actual deflection

AutoCAD SHX Text may be less depending on actual load and actual member length.

AutoCAD SHX Text The limits shown are at service loads unless indicated otherwise.

AutoCAD SHX Text

BUILDING DEFLECTION LIMITS...: BLDG-A

AutoCAD SHX Text Roof Limits Rafters Purlins Panels

AutoCAD SHX Text Live L/ 180 150 60

AutoCAD SHX Text Snow L/ 180 180 60

AutoCAD SHX Text Wind L/ 180 180 60

AutoCAD SHX Text Total Gravity L/ 120 120 60

AutoCAD SHX Text Total Uplift L/ N/A N/A 60

AutoCAD SHX Text Frame Limits Sidesway

AutoCAD SHX Text Live H/ 60

AutoCAD SHX Text Snow H/ 60

AutoCAD SHX Text Wind H/ 60

AutoCAD SHX Text Seismic Drift H/ 40

AutoCAD SHX Text Total Gravity H/ 60

AutoCAD SHX Text Total Wind H/ 60

AutoCAD SHX Text Service Seismic H/ 50

AutoCAD SHX Text Wall Limits Limit

AutoCAD SHX Text Total Wind Panels L/ 60

AutoCAD SHX Text Total Wind Girts L/ 90

AutoCAD SHX Text Total Wind EW Columns L/ 120

AutoCAD SHX Text The Service Seismic limit as shown here is at service level loads.

AutoCAD SHX Text

PROJECT NOTES

AutoCAD SHX Text Material properties of steel bar, plate, and sheet used in the fabrication

AutoCAD SHX Text of built-up structural framing members conform to ASTM A529, ASTM A572, AutoCAD SHX Text ASTM A1011 SS, or ASTM A1011 HSLAS with a minimum yield point of 50 ksi.

AutoCAD SHX Text Material properties of hot rolled structural shapes conform to ASTM A992, AutoCAD SHX Text ASTM A529, or ASTM A572 with a minimum specified yield point of 50 ksi.

AutoCAD SHX Text Hot rolled angles, other than flange braces, conform to ASTM 36 minimum.

AutoCAD SHX Text Hollow structural shapes conform to ASTM A500 grade B, minimum yield

AutoCAD SHX Text point is 42 ksi for round HSS and 46 ksi for rectangular HSS.

AutoCAD SHX Text Material properties of cold-formed light gage steel members conform to

AutoCAD SHX Text the requirements of ASTM A1011 SS Grade 55, ASTM A1011 HSLAS Grade 55

AutoCAD SHX Text Class 1, ASTM A653 SS Grade 55, or ASTM A653 HSLAS Grade 55 Class 1

AutoCAD SHX Text with a minimum yield point of 55 ksi. For Canada, material properties

AutoCAD SHX Text conform to CAN/CSA G40.20/G40.21 or equivalent.

AutoCAD SHX Text All bolted joints with A325 Type 1 bolts are specified as snug-tightened

AutoCAD SHX Text joints in accordance with the Specification for Structural Joints Using

AutoCAD SHX Text ASTM A325 or A490 Bolts, December 31, 2009. Pre-tensioning methods, AutoCAD SHX Text including turn-of-nut, calibrated wrench, twist-off-type tension-control

AutoCAD SHX Text bolts or direct-tension-indicator are NOT required. Installation

AutoCAD SHX Text inspection requirements for Snug Tight Bolts (Specification for

AutoCAD SHX Text Structural Joints Section 9.1) is suggested.

AutoCAD SHX Text Design criteria as noted is as given within order documents and is applied

AutoCAD SHX Text in general accordance with the applicable provisions of the model code

AutoCAD SHX Text and/or specification indicated. Neither the metal building manufacturer

AutoCAD SHX Text nor the certifying engineer declares or attests that the loads as designated

AutoCAD SHX Text are proper for local provisions that may apply or for site specific parameters.

AutoCAD SHX Text The design criteria is supplied by the builder, project owner, or an Architect

AutoCAD SHX Text and/or Engineer of Record for the overall construction project.

AutoCAD SHX Text This project is designed using manufacturer's standard serviceability

AutoCAD SHX Text criteria. Generally this means that all deflections are within typical

AutoCAD SHX Text performance limits for normal occupancy and standard metal building products.

AutoCAD SHX Text The metal building manufacturer has not designed the structure for

AutoCAD SHX Text snow accumulation loads at the ground level which may impose snow

AutoCAD SHX Text loads on the wall framing provided by the manufacturer.

AutoCAD SHX Text This metal building system is designed as enclosed. All exterior

AutoCAD SHX Text components (i.e. doors, windows, vents, etc.) must be designed to

AutoCAD SHX Text withstand the specified wind loading for the design of components

AutoCAD SHX Text and cladding in accordance with the specified building code.

AutoCAD SHX Text Framed openings, walk doors, and open areas shall be located in the bay

AutoCAD SHX Text and elevation as shown in the erection drawings. The cutting or removal

AutoCAD SHX Text of girts shown on the erection drawings due to the addition of framed

AutoCAD SHX Text openings, walk doors, or open areas not shown may void the design

AutoCAD SHX Text certifications supplied by the metal building manufacturer.

AutoCAD SHX Text Builder/Contractor Responsibilities Drawing Validity - These drawings, supporting structural calculations and design certification are - These drawings, supporting structural calculations and design certification are based on the order documents as of the date of these drawings. These documents describe the material supplied by the manufacturer as of the date of these drawings. Any changes to the order documents after the date on these drawings may void these drawings, supporting structural calculations and design certification. The Builder/Contractor is responsible for notifying the building authority of all changes to the order documents which result in changes to the drawings, supporting structural calculations and design certification. Builder Acceptance of Drawings - Approval of the manufacturer's drawings and design data affirms - Approval of the manufacturer's drawings and design data affirms that the manufacturer has correctly interpreted and applied the requirements of the order documents and constitutes Builder/Contractor acceptance of the manufacturer's interpretations of the order documents and standard product specifications, including its design, fabrication and quality criteria standards and tolerances. (AISC code of standard practice Sept 86 Section 4.2.1)(Mar 05 Section 4.4.1) Code Official Approval - It is the responsibility of the Builder/Contractor to ensure that all project - It is the responsibility of the Builder/Contractor to ensure that all project plans and specifications comply with the applicable requirements of any governing building authority. The Builder/Contractor is responsible for securing all required approvals and permits from the appropriate agency as required. Building Erection - The Builder/Contractor is responsible for all erection of the steel and associated - The Builder/Contractor is responsible for all erection of the steel and associated work in compliance with the Metal Building Manufacturers drawings. Temporary supports, such as temporary guys, braces, false work or other elements required for erection will be determined, furnished and installed by the erector (AISC Code of Standard Practice Sept 86 Section 7.9.1) (Mar 05 Section 7.10.3) (CSA/S16-09 Section 29). Discrepancies - Where discrepancies exist between the Metal Building plans and plans for other - Where discrepancies exist between the Metal Building plans and plans for other trades, the Metal Building plans will govern. (AISC Code of Standard Practice Sept 86 Section 3.3) (Mar 05 Section 3.3) Materials by Others - All interface and compatibility of any materials not furnished by the - All interface and compatibility of any materials not furnished by the manufacturer are the responsibility of and to be coordinated by the Builder/Contractor or A/E firm. Unless specific design criteria concerning any interface between materials if furnished as a part of the order documents, the manufacturers assumptions will govern. Modification of the Metal Building from Plans - The Metal Building supplied by the manufacturer has - The Metal Building supplied by the manufacturer has been designed according to the Building Code and specifications and the loads shown on this drawing. Modification of the building configuration, such as removing wall panels or braces, from that shown on these plans could affect the structural integrity of the building. The Metal Building Manufacturer or a Licensed Structural Engineer should be consulted prior to making any changes to the building configuration shown on these drawings. The Metal Building Manufacturer will assume no responsibility for any loads applied to the building not indicated on these drawings. Foundation Design The Metal Building Manufacturer is not responsible for the design, materials and workmanship of the foundation. Anchor rod plans prepared by the manufacturer are intended to show only location, diameter and projection of the anchor rods required to attach the Metal Building System to the foundation. It is the responsibility of the end customer to ensure that adequate provisions are made for specifying rod embedment, bearing values, tie rods and or other associated items embedded in the concrete foundation, as well as foundation design for the loads imposed by the Metal Building System, other imposed loads, and the bearing capacity of the soil and other conditions of the building site. (MBMA 06 Sections 3.2.2 and A3)

AutoCAD SHX Text

0 TO 9/16"

AutoCAD SHX Text 1 1/4" F.T.

AutoCAD SHX Text

GRIP

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LENGTH

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F.T. DENOTES FULLY THREADED

AutoCAD SHX Text

BOLT LENGTH

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NOTE:

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FULL THREAD ENGAGEMENT IS

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DEEMED TO HAVE BEEN MET

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WHEN THE END OF THE BOLT

AutoCAD SHX Text

IS FLUSH WITH THE FACE OF

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THE NUT.

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GRIP

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WASHER REQUIRED ONLY WHEN SPECIFIED.

AutoCAD SHX Text

WASHER MAY BE LOCATED UNDER HEAD

AutoCAD SHX Text

OF BOLT, UNDER NUT, OR AT BOTH AT

AutoCAD SHX Text

LOCATIONS NOTED ON ERECTION DRAWINGS.

AutoCAD SHX Text

ADD 5/32" FOR EACH WASHER TO MATERIAL

AutoCAD SHX Text

THICKNESS TO DETERMINE GRIP.

AutoCAD SHX Text Over 9/16" TO 1 1/16"

AutoCAD SHX Text 1 3/4" F.T.

AutoCAD SHX Text Over 1 5/16" TO 1 9/16"

AutoCAD SHX Text 2 1/4"

AutoCAD SHX Text Over 1 9/16" TO 1 13/16"

AutoCAD SHX Text 2 1/2"

AutoCAD SHX Text Over 1 13/16" TO 2 1/16"

AutoCAD SHX Text 2 3/4"

AutoCAD SHX Text

LOCATIONS OF BOLTS LONGER THAN 2 3/4"

AutoCAD SHX Text

NOTED ON ERECTION DRAWINGS

AutoCAD SHX Text

12" A325 BOLT GRIP TABLE

AutoCAD SHX Text Over 1 1/16" TO 1 5/16"

AutoCAD SHX Text 2"

AutoCAD SHX Text

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

AutoCAD SHX Text

THE BEST PRE-ENGINEERED I-BEAM BUILDINGS

AutoCAD SHX Text Building A

AutoCAD SHX Text 60'-0

AutoCAD SHX Text 80'-0

AutoCAD SHX Text 16'-0

AutoCAD SHX Text 1:12

AutoCAD SHX Text

BUILDING DESCRIPTIONS

AutoCAD SHX Text Building ID

AutoCAD SHX Text Width

AutoCAD SHX Text Length

AutoCAD SHX Text Height

AutoCAD SHX Text Slope

AutoCAD SHX Text Page

AutoCAD SHX Text Description

AutoCAD SHX Text E1

AutoCAD SHX Text Cover Sheet

AutoCAD SHX Text E2

AutoCAD SHX Text Roof Framing BLDGA

AutoCAD SHX Text E3

AutoCAD SHX Text Roof Sheeting

AutoCAD SHX Text E4

AutoCAD SHX Text Soffit Layout

AutoCAD SHX Text E5

AutoCAD SHX Text Sidewall BLDGA WALLSWA

AutoCAD SHX Text E6

AutoCAD SHX Text Sidewall BLDGA WALLSWC

AutoCAD SHX Text E7

AutoCAD SHX Text Endwall BLDGA WALLEWB

AutoCAD SHX Text E8

AutoCAD SHX Text Endwall BLDGA WALLEWD

AutoCAD SHX Text E9

AutoCAD SHX Text Main Frame Cross Section

AutoCAD SHX Text E10

AutoCAD SHX Text Section

AutoCAD SHX Text R1-R4

AutoCAD SHX Text Erection Guides

AutoCAD SHX Text R5-R12

AutoCAD SHX Text Construction Drawings

AutoCAD SHX Text R13

AutoCAD SHX Text Trim Profiles

AutoCAD SHX Text This parts order to be used for field modification of orginal job 15-B-12547

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 E1 of 10

AutoCAD SHX Text

RRB 2/5/18

AutoCAD SHX Text 2133 2/5/18

AutoCAD SHX Text

BAC

AutoCAD SHX Text Brian A. Carmichael, P.E. Ohio P.E. E-73388

AutoCAD SHX Text

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

AutoCAD SHX Text

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.

AutoCAD SHX Text

METAL STORAGE BUILDING ATTN:ANDY DOKLOVIC WOOSTER, OH.

AutoCAD SHX Text

METAL STORAGE BUILDING WOOSTER, OH

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DRST1B

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ENST1A

AutoCAD SHX Text 16-P-33444

2018-02-06T08:22:22-0600