75906_WVA_Warehs_S-001.pdf

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RTADS: S:\Projects\TS_WORKSPACES\AEC_WS_001\Workspace\Extensions\LocalExtension\pltcfg\AEC_Screen.dscript.dscript 2:24:26 PM 7/24/2018

S:\Projects\Watervilet_Arsenal\New_Warehouse\Drawings\ProjectData\CAD_BIM\_Sheets\75906_WVA_Warehs_S-001.dgn

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DESIGN CRITERIA

UNBALANCED SNOW LOAD

7.56 PSF

25.2 PSF

13.2 PSF

22.4'

UNBALANCED SNOW LOAD SEE DIAGRAM

Ps = 25.2 psf

SLOPED ROOF SNOW LOAD

Pf = 25.2 psf

FLAT ROOF SNOW LOAD

Cs = 1

Ct = 1

Ce = .9

SNOW IMPORTANCE FACTOR = 1

ACCORDING TO ASCE 7-10 SNOW PARAMETERS

PER ARCHITECTURAL DESIGN ROOF SLOPE IS 1 ON 12 (WARM ROOF)

GROUND SNOW LOAD = 40 PSF

ACCORDING TO UFC 3-301-01 TABLE E-2

SNOW:

SEISMIC DESIGN CATEGORY = B

Sd1 = .08

Sds = .154

Sm1 = .12

Sms = .23

Fv = 1.7

Fa = 1.2

SEISMIC IMPORTANCE FACTOR = 1

ACCORDING TO ASCE 7-10 SEISMIC PARAMETERS

PER GEOTECHNICAL REPORT "SITE CLASS C"

S1 = .07g

Ss = .19g

ACCORDING TO UFC 3-301-01 TABLE E-3

SEISMIC:

GCPi = +.55 and -.55

G = .85

Kzt = 1

Kd = .85

PARTIALLY ENCLOSED

EXPOSURE CATEGORY B

ACCORDING TO ASCE 7-10 WIND LOAD PARAMETERS

BASIC WIND SPEED = 115 MPH

ACCORDING TO UFC 3-301-01 TABLE E-1

WIND:

LOADS:

RISK CATEGORY II

ACCORDING TO UFC 3-301-01 TABLE 2-2

CODES AND MANUALS

UFC 3-320-06A CONCRETE FLOOR SLABS ON GRADE SUBJECTED TO HEAVY LOADS

UFC 3-310-04 SEISMIC DESIGN FOR BUILDINGS

UFC 3-301-01 STRUCTURAL ENGINEERING

UFC 1-200-01 GENERAL BUILDING REQUIREMENTS

UNIFIED FACILITIES CRITERIA (UFC)

PORTLAND CEMENT ASSOCIATION - CONCRETE FLOORS ON GROUND

DESIGN LOADS ON STRUCTURES DURING CONSTRUCTION - ASCE 37

MEMBERS AND COMMENTARY AND STANDARD FOR COLD-FORMED STEEL FRAMING (AISI)

NORTH AMERICAN SPECIFICATION FOR THE DESIGN OF COLD-FORMED STEEL STRUCTURAL

BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES - ACI 530

METAL BUILDING SYSTEMS MANUAL AND METAL ROOFING SYSTEMS DESIGN MANUAL (MBMA)

STRUCTURAL WELDING CODE - STEEL, AWS D1

BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE - ACI 318

STEEL CONSTRUCTION MANUAL, FOURTEENTH EDITION (AISC 325-11)

MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES - ASCE 7-10

INTERNATIONAL BUILDING CODE, IBC 2015, AS MODIFIED BY UFC 1-200-01

METAL BUILDING SYSTEM

STRUCTURAL FOUNDATION/SLAB SYSTEMS

CONCRETE SLAB/FOUNDATION

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DOCK LEVELER

SEE MANUFACTURER'S INSTALLATION PROCEDURE.

FACE OF DOCK LEVELER SHOULD BE SQUARE WITH BUILDING FOUNDATION.

3. LEVEL THE DOCK LEVELER AT THE FINISHED FLOOR HEIGHT. FRONT

MANUFACTURER'S LOADING FORCE DIAGRAM.

AND THE LOADS TO BE APPLIED TO THE DOCK LEVELER PER

2. A CONCRETE PAD IS TO BE POURED TO SUPPORT THE DOCK LEVELER

ACCOMMODATE THE DOCK LEVELER.

DIMENSIONS ARE TO BE PROVIDED BY THE MANUFACTURER TO

1. A CUT OUT IS TO BE PROVIDED IN THE FOUNDATION WALL. CUT OUT

METAL FRAME AND PAN ENCLOSES THE DOCK LEVELER.

"POUR IN PLACE" HYDRAULIC DOCK LEVELER (OR EQUAL).

BASIS OF DESIGN PENTALIFT HD SERIES 100,000 LB CAPACITY

LOADING DOCK

DESIGN DEPTH = 48" BELOW FINISHED GRADE.

GEOTECHNICAL REPORT RECOMMENDS 48" BELOW FINISHED GRADE.

BOTTOM OF EXTERIOR WALL FOOTING DEPTHS 44" BELOW EXTERIOR GRADE (HEATED BUILDING)

5. ACCORDING TO UFC 3-301-01 TABLE E-2 AND FIGURE B-1 THE FROST DEPTH = 82"

PIPE BRIDGE

CONSTRUCTION OF THE PROJECT.

ADDITIONAL GEOTECHNICAL INVESTIGATIONS THAT MAY BE NEEDED FOR THE DESIGN AND

HIS/HER DESIGN, HE/SHE SHOULD ACQUIRE ADDITIONAL DATA. THE CONTRACTOR IS RESONSIBLE FOR ANY

4. IF THE FOUNDATION ENGINEER DETERMINES THAT EXISTING SUBSURFACE DATA IS INADEQUATE FOR

3. GEOTECHNICAL REPORT RECOMMENDS A SUBGRADE MODULUS OF K = 150 PCI FOR SLAB DESIGN.

FOUNDATION/SLAB ENGINEER TO VERIFY.

OF THE MAXIMUM MODIFIED PROCTOR DENSITY AS DETERMINED BY ASTM D1557. CONTRACTOR'S

(NYSDOT 733-04 TYPE 2) BE PLACED UNDER THE SLAB ON GRADE AND COMPACTED TO AT LEAST 95%

2. GEOTECHNICAL REPORT RECOMMENDS AT LEAST 6 INCHES OF IMPORTED GRANULAR MATERIAL

SLABS-ON-GRADE SUBJECT TO FORKLIFT TRAFFIC. 5,000 PSI CONCRETE IS SPECIFIED FOR THIS PROJECT.

1. ACCORDING TO UFC 3-301-01 A MINIMUM OF 4,000 PSI CONCRETE STRENGTH IS RECOMMENDED FOR

BASIS OF DESIGN FOR CRANE: AMERICAN CRANE & EQUIPMENT CORPORATION "ACECO" OR EQUAL.

BASIS OF DESIGN FOR METAL BUILDING SYSTEM: NUCOR BUILDING SYSTEMS OR EQUAL.

TO DESIGN THE SITE SPECIFIC FOUNDATION/SLAB FOR THE STRUCTURE.

SHALL PROVIDE ALL COLUMN REACTIONS TO THE PROFESSIONAL ENGINEER SELECTED BY THE CONTRACTOR

SHALL BE SUBMITTED TO THE NEW YORK DISTRICT FOR REVIEW. THE METAL BUILDING MANUFACTURER

ALL CALCULATIONS, SPECIFICATIONS AND DRAWINGS. CALCULATIONS, SPECIFICATIONS AND DRAWINGS

MANUFACTURER'S PROFESSIONAL ENGINEER REGISTERED IN NEW YORK STATE WHO WILL CHECK/SIGN/SEAL

THE STRUCTURAL DESIGN OF THE METAL BUILDING WILL BE PERFORMED BY THE METAL BUILDING

EQUIPMENT AND LIGHTING PLACEMENT CLEARANCES, ETC.

DESIGN INCORPORATING THE FINAL CRANE SELECTION, THE 25 FOOT HOOK HEIGHT, MECHANICAL

PURPOSES. THE BUILDING HEIGHT IS TO BE FINALIZED BY THE METAL BUILDING SYSTEM MANUFACTURER'S

PRELIMINARY RIGID FRAME AND CRANE PROVIDED IN THE DRAWINGS ARE FOR COST ESTIMATING

THE STRUCTURE. A BRACKET SUPPORT FROM THE TAPERED RIGID FRAMES IS TO BE UTILIZED. THE

CAPACITY AND A MINIMUM 25 FOOT HOOK HEIGHT. THE CRANE WILL SPAN NEARLY THE FULL WIDTH OF

THE STRUCTURE WILL INCORPORATE A DOUBLE GIRDER TOP RUNNING, OVERHEAD CRANE, WITH A 5.5 TON

ADEQUATE ROOM FOR STORAGE RACKS, FORKLIFT MANUEUVERABILITY AND A VEHICLE DRIVE THRU.

THE BUILDING SHALL BE A CLEAR SPAN OPEN STRUCTURE WITHOUT INTERIOR COLUMNS PROVIDING

WILL BE PROVIDED WITHIN THE ROOF AND SIDE WALLS AS REQUIRED BY THE MANUFACTURER'S DESIGN.

MANUFACTURER FOR LATERAL STABILITY AGAINST WIND AND SEISMIC LOADS. LONGITUDINAL BRACING

FRAMING SYSTEM IS A RIGID FRAMED METAL BUILDING SYSTEM TO BE DESIGNED BY A METAL BUILDING

STRUCTURE WITH A HIGH BAY AREA AND EQUIPMENT PLATFORM. THE PRIMARY STRUCTURAL

THE GENERAL PURPOSE WAREHOUSE IS A ONE STORY RECTANGULAR SHAPED RISK CATEGORY II

DRAWINGS TO BE SUBMITTED TO THE NEW YORK DISTRICT FOR REVIEW.

ALL SLAB AND RETAINING WALL CALCULATIONS, SPECIFICATIONS AND

6. CONTRACTOR'S FOUNDATION/SLAB ENGINEER WILL CHECK/SIGN/SEAL

SHOWN ON CIVIL AND ARCHITECTURAL DRAWINGS AND AS NOTED ON S-404.

CONCRETE PAVEMENT DETAILS, TURNING RADIUS (IF MODIFIED) OR AS

LOADING DOCK WIDTH, ELEVATIONS, TRENCH DRAIN, HEAVY DUTY

TRUCK TYPE/SIZE SPECIFIED BY THE USER, SITE SOIL CONDITIONS AND FINAL

DUTY SLAB AND RETAINING WALLS PER LOADING REQUIREMENTS OF THE

4. CONTRACTOR'S FOUNDATION/SLAB ENGINEER IS TO DESIGN THE HEAVY

THE METAL BUILDING'S FOUNDATION/SLAB AND DOCK LEVELER PLACEMENT.

DUTY SLAB AND RETAINING WALLS IN COORDINATION WITH THE DESIGN OF

3. CONTRACTOR'S FOUNDATION/SLAB ENGINEER IS TO DESIGN THE HEAVY

TO THE NEW YORK DISTRICT FOR REVIEW.

CALCULATIONS, SPECIFICATIONS AND DRAWINGS TO BE SUBMITTED

REGISTERED IN NEW YORK STATE WHO WILL CHECK/SIGN/SEAL ALL

DESIGNED BY THE CONTRACTOR'S PROFESSIONAL ENGINEER

MODIFICATIONS (IF REQUIRED) TO THE BASIS OF DESIGN ARE TO BE

DOCK BASIS OF DESIGN REQUIREMENTS ARE TO BE REEVALUATED.

2. USER TO PROVIDE FINAL DESIGN TRUCK/SIZE FROM WHICH LOADING

AS NOTED ON S-404.

TURNING RADIUS, ETC. SEE CIVIL AND ARCHITECTURAL DRAWINGS AND

TRENCH DRAIN AND HEAVY DUTY CONCRETE PAVEMENT DETAILS,

1. FOR BASIS OF DESIGN INCLUDING LOADING DOCK WIDTH, ELEVATIONS,

SUPPORT AT LOCATION A BETWEEN DOORS, 18' CLEARANCE, ETC.

NOTES WITH RESPECT TO ELEVATIONS, COLUMN HEIGHTS, BRIDGE

6. SEE DRAWING S-408 FOR COORDINATION, VERIFICATION, INSPECTION

AS BUILTS AT THESE LOCATIONS.

THROUGH S-408 FOR LOADING DOCK AND GANTRY CRANE FOUNDATION

WITH PIPE BRIDGE SUPPORT DESIGNS AT THESE LOCATIONS. SEE S-406

CONDITION REPORTS, CLEAR AND PROVIDE CONCRETE REPAIR

AT GANTRY CRANE FOUNDATION AND EXISTING LOADING DOCK, PROVIDE

5. CONTRACTOR'S FOUNDATION ENGINEER IS TO INSPECT CONCRETE

THE METAL BUILDING.

INCORPORATION INTO METAL BUILDING DESIGN IF TO BE SUPPORTED BY

REQUIREMENTS TO THE METAL BUILDING'S PROFESSIONAL ENGINEER FOR

4. THE CONTRACTOR'S STRUCTURAL ENGINEER IS TO PROVIDE LOADING

INDEPENDENTLY FROM THE METAL BUILDING.

INCORPORATION INTO THE PIPE BRIDGE'S SUPPORT SYSTEM IF SUPPORTED

REQUIREMENTS TO THE CONTRACTOR'S FOUNDATION ENGINEER FOR

3. THE CONTRACTOR'S STRUCTURAL ENGINEER IS TO PROVIDE LOADING

A AND B AS SHOWN ON S-405.

INCORPORATION INTO THE PIPE BRIDGE'S SUPPORT SYSTEM AT SECTIONS

REQUIREMENTS TO THE CONTRACTOR'S FOUNDATION ENGINEER FOR

2. THE CONTRACTOR'S STRUCTURAL ENGINEER IS TO PROVIDE LOADING

TO THE NEW YORK DISTRICT FOR REVIEW.

CALCULATIONS, SPECIFICATIONS AND DRAWINGS TO BE SUBMITTED

REGISTERED IN NEW YORK STATE WHO WILL CHECK/SIGN/SEAL ALL

PERFORMED BY THE CONTRACTOR'S PROFESSIONAL ENGINEER

STRUCTURAL ENGINEER. FINAL DESIGN OF THE PIPE BRIDGE WILL BE

LOADING AND SITE CONDITIONS BY THE CONTRACTOR'S REGISTERED

SHALL BE VERIFIED AND ADJUSTMENTS MADE AS REQUIRED PER FINAL

STRUCTURAL STEEL MEMBER SIZES, ETC. AS SHOWN ON S-302 AND S-405

1. ALL ASSUMED LOADS, ELEVATIONS, DIMENSIONS, JOIST SELECTION,

3. PIPE BRIDGE REQUIREMENTS AS SHOWN ON S-302, S-405 THROUGH S-408.

2. LOADING DOCK REQUIREMENTS AS SHOWN ON RELATED CIVIL AND ARCHITECTURAL DRAWINGS AND AS NOTED ON S-404.

WHICH ELIMINATES THE NEED TO PREFORM A DOCK LEVELER PIT PRIOR TO DOCK LEVELER INSTALLATION.

DOCK LEVELER AND LOADS INCORPORATING A 2.5 DYNAMIC LOAD MULTIPLIER. A POUR IN PLACE OPTION IS SPECIFIED

1. DOCK LEVELER REQUIREMENTS INCLUDING CUT IN FOUNDATION WALL AND A CONCRETE PAD TO SUPPORT THE

COORDINATION AND DESIGN IS ALSO REQUIRED BY THE CONTRACTOR'S FOUNDATION/SLAB ENGINEER WITH RESPECT TO:

ARE TO BE SUBMITTED TO THE NEW YORK DISTRICT FOR REVIEW AND APPROVAL BEFORE ADVANCING TO FULL DESIGN.

LOADS OBTAINED FROM ALL LOADING SOURCES. PRELIMINARY DESIGNS OF ALTERNATE FOUNDATION /SLAB SYSTEMS

ANY PRELIMINARY DESIGNS OF ALTERNATE FOUNDATION/SLAB SYSTEMS ARE TO BE BASED ON ALL APPLICABLE FINAL

AND SPECIFICATION BY ALEXANDER NEWMAN WHO CAUTIONS AGAINST HAIRPINS WITH SLAB TIES.

ARE ALSO TO BE INCORPORATED INTO THE FOUNDATION/SLAB DESIGN. REFER TO METAL BUILDING SYSTEM DESIGN

WIRE INVINCIBLE RACK OR EQUAL. GABLE BENT THRUST FORCES PROVIDED BY THE METAL BUILDING MANUFACTURER

AND SUBMITTED TO THE NEW YORK DISTRICT FOR REVIEW. BASIS OF DESIGN FOR RACKING SYSTEM: HUSKY RACK AND

SHALL BE PERFORMED/CHECKED/SIGNED/SEALED BY A PROFESSIONAL ENGINEER REGISTERED IN THE STATE OF NEW YORK

SEISMIC STABILITY AGAINST OVERTURNING. THE RACKING SYSTEM CALCULATIONS, SPECIFICATIONS AND DRAWINGS

THE RACKING SYSTEM MANUFACTURER'S PROFESSIONAL ENGINEER WHO WILL VERIFY THE RACKING SYSTEM LOADS AND

THE RACKING SYSTEM WHICH IS TO BE VERIFIED WITH FINAL RACKING LOADS AND SEISMIC REACTIONS OBTAINED FROM

FOR COST ESTIMATING PURPOSES. THE THICKNESS OF THE PRELIMINARY MAT WAS BASED ON THE POST LOADING FROM

A PRELIMINARY MAT FOUNDATION WITH HAUNCH FOR FROST PROTECTION HAS BEEN INCLUDED WITH THE DRAWINGS

BY THE METAL BUILDING MANUFACTURER'S PROFESSIONAL ENGINEER AND ALL VERIFIED SLAB LOADINGS.

WITH CALCULATIONS DEMONSTRATING ADEQUACY TO SUSTAIN THE METAL BUILDING REACTIONS PROVIDED

SPECIFICATIONS AND DRAWINGS INCLUDING NARRATIVE, REFERENCES, ALL PERTINENT DATA AND DETAILS, THE CONTRACTOR'S FOUNDATION/SLAB ENGINEER IS TO PROVIDE A FOUNDATION/SLAB DESIGN ANALYSIS, CALCULATIONS, SPECIFICATIONS AND DRAWINGS TO BE SUBMITTED TO THE NEW YORK DISTRICT FOR REVIEW.

PROFESSIONAL ENGINEER REGISTERED IN NEW YORK STATE WHO WILL CHECK, SIGN AND SEAL ALL

THE FOUNDATION/SLAB DESIGN FOR THE METAL BUILDING WILL BE PERFORMED BY THE CONTRACTOR'S

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THE STRUCTURAL APPENDIX.

BY THE CRANE MANUFACTURER. AN EXAMPLE IS INCLUDED IN

SERVICEABILITY, DEFLECTION AND TOLERANCES AS SPECIFIED

METAL BUILDING AND FOUNDATION DESIGN SHALL ADDRESS

SERVICEABILITY AND DEFLECTION:

EQUIPMENT PLATFORM 125 PSF

MECHANICAL EQUIPMENT LOADS

AND COORDINATED WITH FOUNDATION ENGINEER.

AND RACKING LOADS PROVIDED BY RACKING SYSTEM MANUFACTURER

6" APART TOTALING 36,000 POUNDS) SEISMIC HORIZONTAL FORCES

SHELVING RACKS (WORSE CASE 2 POST LOADS 18,000 POUNDS EACH

VEHICLE FLATBED TRUCKS (34,000 LBS THREE AXLES)

FORKLIFT (MAXIMUM DRIVE AXLE LADEN CONDITION 32,912 LBS)

CONCRETE SLAB ON GRADE FLOOR LOADS:

WITH METAL BUILDING MANUFACTURER AND FOUNDATION ENGINEER.

DOCK LEVELER, ETC. PROVIDED BY MANUFACTURERS FOR COORDINATION

DYNAMIC LIVE LOADS, SUCH AS THOSE GENERATED BY CRANE,

AUXILIARY LOADS:

IN METAL BUILDING DESIGN

COORDINATED AND PROVIDED BY METAL BUILDING MANUFACTURER

SYSTEMS, ELECTRICAL SYSTEMS, ETC.

BULDING SYSTEM FOR PERMANENT ITEMS SUCH AS MECHANICAL

ADDITIONAL DEAD LOADS OTHER THAN THE WEIGHT OF THE METAL

COLLATERAL LOADS:

MANUFACTURER

ROOF DEAD LOAD = PROVIDED BY METAL BUILDING

ROOF LIVE LOAD = 20 PSF

ROOF LOADS:

WITH ASCE 7-10.

BUILDING LIVE AND DEAD LOADS SHALL BE IN ACCORDANCE

MINIMUM DESIGN LIVE AND DEAD LOAD REQUIREMENTS:

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