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*** SUPPORT VALUE ENGINEERING - IT PAYS ***

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S-001

UHS

PRE-ENGINEERED METAL BUILDING

DESIGN NOTES

FOUNDATION NOTES

CONCRETE CONSTRUCTION NOTES

SPECIAL INSPECTIONS

GENERAL NOTES

P2 #

353449

CONCRETE SLAB NOTES

CONDUIT.VAPOR BARRIER OR WATERPROOFING SYSTEM SHALL BE SEALED TO THE PIPE OR AT ALL PENETRATIONS THROUGH FLOOR SLABS AND FOUNDATION WALLS THE 19.

OFFICER FOR APPROVAL.PRIOR TO PLACEMENT OF CONCRETE, SUBMIT JOINT LAYOUTS TO THE CONTRACTING 18.

FLOOR DEPRESSIONS, AND CURBS.SEE ARCHITECTURAL DRAWINGS FOR TYPE AND LOCATION OF ALL FLOOR FINISHES, 17.

OTHERWISE NOTED ON DRAWINGS.ALL DOWELS SHALL MATCH SIZE AND NUMBER OF MAIN REINFORCING UNLESS 16.

SLAB-ON-GRADE JOINT SHOP DRAWINGS TO ENGINEER OF RECORD FOR REVIEW.SLAB-ON-GRADE CONSTRUCTION SEQUENCING. CONTRACTOR SHALL SUBMIT CONTRACTOR SHALL COORDINATE SLAB-ON-GRADE JOINT REQUIREMENTS WITH 15.

AND ELECTROLYTIC ACTION BETWEEN ALUMINUM AND STEEL.EFFECTIVELY COATED OR COVERED TO PREVENT ALUMINUM-CONCRETE REACTION ALUMINUM SHALL NOT BE PLACED IN DIRECT CONTACT WITH CONCRETE UNLESS 14.

ALL EXPOSED CONCRETE EDGES SHALL BE CHAMFERED 3/4" OR AS INDICATED.13.

REINFORCEMENT.REPRESENTATIVE HAS INSPECTED ALL EMBEDDED WORK, INCLUDING NO CONCRETE SHALL BE PLACED UNTIL THE COR OR THE COR’S DESIGNATED 12.

NOT BE CUT TO FACILITATE PLACEMENT OF EMBEDDED ITEMS, UNLESS INDICATED.OTHER EMBEDDED ITEMS UNLESS OTHERWISE INDICATED. REINFORCEMENT SHALL REINFORCING STEEL SHALL BE SPREAD AT SLEEVES, ANCHORS, RECESSES AND 11.

MAINTAINED SECURELY IN PLACE PRIOR TO AND DURING CONCRETE PLACEMENT.ALL EMBEDDED ITEMS SHALL BE PROPERLY PLACED, ACCURATELY POSITIONED AND 10.

VERTICAL SURFACES, UNO.PROVIDE 1/2" THICK JOINT FILLER MATERIAL WHERE SLABS ON GRADE ABUT 9.

REQUIREMENTS OF ACI 318.NOTED. STIRRUPS, TIES, AND 180 DEGREE HOOKS SHALL CONFORM TO THE DEGREE HOOK A MINIMUM OF 12 BAR DIAMETERS IN LENGTH, UNLESS OTHERWISE CONCRETE REINFORCING STEEL MARKED STANDARD HOOK SHALL HAVE A 90 8.

1"C. SLABS AND WALLS 2"B. CONCRETE EXPOSED TO EARTH OR WEATHER 3"A. CONCRETE DEPOSITED AGAINST THE GROUND

301 AND ACI 318.NO CASE SHALL REINFORCEMENT COVER BE LESS THAN THE REQUIREMENTS OF ACI MINIMUM CONCRETE COVER FOR REINFORCING STEEL SHALL BE AS INDICATED. IN 7.

WITH THE REQUIREMENTS OF ACI 318.INDICATED. CONTINUOUS REINFORCING STEEL SHALL BE LAPPED IN ACCORDANCE CONCRETE REINFORCING STEEL SHALL BE CONTINUOUS UNLESS OTHERWISE 6.

AND LAPPED ONE FULL MESH SPACING.PROVIDE SHEET-TYPE WELDED WIRE REINFORCEMENT. SHEET LAPS SHALL BE TIED WELDED WIRE REINFORCEMENT SHALL CONFORM TO ASTM A185 OR ASTM A497. 5.

WHICH ARE INDICATED TO BE BENT OR HOOKED.TOLERANCES IN ACCORDANCE WITH ACI SP-66. SHOP FABRICATE REINFORCING BARS WITH ASTM A706/A706M, GRADE 60. ALL BARS SHALL HAVE FABRICATION ALLOW, EXCEPT WHERE BARS ARE TO BE WELDED. WELDED BARS SHALL CONFORM A706/A706M, GRADE 60. ASTM A615/A615M SHALL BE PERMITTED AS SPECIFICATIONS CONCRETE REINFORCING STEEL SHALL BE DEFORMED BARS CONFORMING TO ASTM 4.

CONCRETE DENSITY SHALL BE NORMAL WEIGHT.3.

A MINIMUM 28-DAY COMPRESSIVE STRENGTH (f’c) OF 4000 PSI.STRENGTH (f’c) OF 4000 PSI FOR ALL STRUCTURAL MEMBERS, FOOTINGS SHALL HAVE ALL CAST-IN-PLACE CONCRETE SHALL ATTAIN MINIMUM 28-DAY COMPRESSIVE 2.

SHALL BE IN ACCORDANCE WITH ACI 318-08.CONCRETE (ACI 301-08). ALL CONCRETE DESIGN PERFORMED BY THE CONTRACTOR OF THE AMERICAN CONCRETE INSTITUTE (ACI) SPECIFICATIONS FOR STRUCTURAL ALL CONCRETE CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE PROVISIONS 1.

THE CONTRACTING OFFICER’S SATISFACTION.CQC STAFF, WHO HAS DEMONSTRATED COMPETENCE TO INCLUDED UNDER THE

A SPECIAL INSPECTOR IS A QUALIFIED PERSON, EXCLUSIVE OF PERSONNEL 6.

CONTROL (CQC) PLAN.INCLUDE SPECIAL INSPECTIONS REQUIREMENTS IN CONTRACTOR’S QUALITY 5.

INSPECTIONS FOR SEISMIC RESISTANCE SHALL BE AS PER IBC 2009, SECTION 1707.4.

1704.4.1704.4. AND TABLE INSPECTION OF CONCRETE CONSTRUCTION SHALL BE AS PER IBC 2009, SECTION 3.

1704.3.1704.3. AND TABLE INSPECTION OF STEEL CONSTRUCTION SHALL BE AS PER IBC 2009, SECTION 2.

INSPECTION OF FABRICATORS SHALL BE AS PER IBC 2009, SECTION 1704.2.1.

METAL BUILDING SYSTEMS MANUAL 2006J)

MASONRY STRUCTURES" ACI 530-08 "BUILDING CODE REQUIREMENTS FORI)

BUILDINGS UFC 4-010-01 DoD MINIMUM ANTITERRORISM FORH)

W/ CHANGE 1 UFC 3-310-04: SEISMIC DESIGN FOR BUILDINGSG)

UFC 3-301-01 STRUCTURAL ENGINEERING W/ CHANGE 2F)

W/ CHANGE 2 UFC 1-200-01 GENERAL BUILDING REQUIREMENTSE)

STRUCTURAL CONCRETE" ACI 318-08, "BUILDING CODE REQUIREMENTS FORD)

BUILDINGS" DATED MARCH 1, 2005 AISC "SPECIFICATION FOR STRUCTURAL STEELC)

AND OTHER STRUCTURES ASCE 7-05, MINIMUM DESIGN LOADS FOR BUILDINGSB)

2009 INTERNATIONAL BUILDING CODEA)

SPECIFICATIONS:CODES AND STRUCTURAL DESIGN SHALL BE IN ACCORDANCE WITH THE FOLLOWING 1.

DESIGNER.SLAB TRANSITIONS NEED TO BE COORDINATED WITH THE FOUNDATION 2.

MINIMUM 6" CONCRETE SLAB WITH WWR 6x6 - W2.9xW2.91.

606 616

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00 0006 EARTHWORK SPEC.EXCAVATED AND REPLACED WITH STRUCTURAL FILL IN ACCORDANCE WITH 31 UNDOCUMENTED FILL ENCOUNTERED IN STRUCTURAL AREAS SHALL BE 12.

UNDERCUT EXISTING FOUNDATIONS, UNO.RESPONSIBLE FOR ANY SHORING OR BRACING REQUIRED. DO NOT PROTECT EXISTING FOUNDATION SYSTEMS. THE CONTRACTOR IS 11.

DISTRICT, DATED JULY 2012.REPORT PREPARED BY US ARMY CORPS OF ENGINEERS, LOUISVILLE RECOMMENDATIONS CONTAINED IN THE GEOTECHNICAL INVESTIGATION CONTRACTOR SHALL DESIGN THE FOUNDATIONS BASED ON THE 10.

ADEQUATE FOR FOUNDATION SUPPORT.GEOTECHNICAL ENGINEER TO VERIFY THE EXPOSED BEARING SURFACE IS BE INSPECTED AND APPROVED BY THE CONTRACTOR’S PROFESSIONAL PRIOR TO PLACEMENT OF CONCRETE, ALL FOUNDATION EXCAVATION SHALL 9.

FINISHED ELEVATION.ELEVATION WITHIN PLANS. SEE CIVIL PLANS FOR ACTUAL FIRST FLOOR REFERENCE ELEVATION 100.0FT IS THE ASSUMED FIRST FLOOR FINISHED 8.

COORDINATED WITH ADJACENT UNDERGROUND UTILITIES.DO NOT INSTALL FOUNDATIONS UNTIL FOUNDATION WORK HAS BEEN 7.

GREATER THAN DIMENSIONS INDICATED.FOOTING SCHEDULES. EXCAVATION WIDTHS SHALL BE A MINIMUM OF 4" AND THICKNESSES INDICATED ON THE FOUNDATION PLAN, SECTIONS, AND ENSURE THAT EARTH-FORMED FOOTINGS CONFORM TO THE SHAPE, LINES, 6.

SUBGRADES.DO NOT PLACE FOUNDATION CONCRETE ON FROZEN OR SATURATED 5.

UNDER ALL SLABS-ON-GRADE (TYPICAL).PLACE 10 MIL VAPOR RETARDER AND 4" OF CAPILLARY WATER BARRIER 4.

REQUIREMENTS.REFER TO SPECIFICATION 31 00 00, EARTHWORK, FOR ADDITIONAL DURING EXCAVATIONS SHALL BE ACCOMPLISHED BY APPROVED MEANS. AND ANY PERCHED WATER CONDITIONS THAT MIGHT BE ENCOUNTERED PLACED AND BACKFILLED. REMOVAL OF SURFACE WATER, GROUNDWATER, SUBGRADE SOILS REMAINING DRY AND FIRM UNTIL AFTER FOOTINGS ARE ENSURE THAT ALL FOOTING EXCAVATIONS ARE ACCOMPLISHED WITH CONTRACTOR SHALL PROVIDE DRAINAGE AND DEWATERING AS REQUIRED TO OPERATIONS WILL BE CONTINUALLY AND EFFECTIVELY DRAINED. THE IMMEDIATELY SURROUNDING THE SITE WHICH AFFECTS CONSTRUCTION ALL EXCAVATION SHALL BE PERFORMED SO THAT THE SITE AND AREA 3.

AS SOON AS PRACTICAL THEREAFTER.PLACE FOUNDATION CONCRETE THE SAME DAY EXCAVATIONS ARE MADE OR 2.

THE FACTOR OF SAFETY AGAINST UPLIFT SHOULD NOT BE LESS THAN 1.5.IS THE DEPTH OF FOOTING BASE MEASURED FROM FINISH GRADE ELEVATION. FOOTINGS IS 42 INCHES FOR FROST PENETRATION. MINIMUM FOOTING DEPTH 3500 PSF FOR ISOLATED SPREAD FOOTINGS. MINIMUM DEPTH OF PERIMETER ALLOWABLE SOIL BEARING CAPACITY IS 3000 PSF FOR STRIP FOOTINGS AND 1.

a = 4.0’COMPONENTS AND CLADDING ROOF

ZONESAREA

TRIBUTARY

1 10 10.0 22.0

1 20 10.0 21.4

1 50 10.0 20.7

1 =100 10.0 20.1

2

2

2

2

3

3

3

3

10

20

50

=100

10

20

50

=100

10.0

10.0

10.0

10.0

10.0

10.0

10.0

10.0

36.8

32.9

27.7

23.8

55.4

45.9

33.3

23.8

(PSF)(+) PRESSURE

(PSF)(-) PRESSURE

ZONESAREA

TRIBUTARY (PSF)

(+) PRESSURE(PSF)

(-) PRESSURE

35.0

(PSF)PRESSURE

(-) NET

AREATRIBUTARY ZONES

(PSF)PRESSURE

(+) NET

4 10

4

4

5

4

5

5

5

20

50

=100

10

20

50

=100

22.0

21.0

19.5

18.6

22.0

21.0

19.5

18.6

23.8

22.8

21.5

20.5

29.4

27.4

24.8

22.8

1 & 2

1 & 2

10 10

1 & 2

1 & 2

1 & 2

3

3

3

3

3

20

50

100

500

10

20

50

100

500

10

10

10

10

10

10

10

10

10

34.4

33.7

33.1

23.8

55.4

44.2

29.4

18.2

18.2

a = 4.0’COMPONENTS AND CLADDING WALL

a = 4.0’COMPONENTS AND CLADDING ROOF OVERHANG

65 KIPSVEHICLE AXLE LOAD123VEHICLE DESIGN MLC

BUILDING USEH)

SEE PEMB NOTE 5, THIS SHEETWIND/SEISMIC DEFLECTION

HORIZONTAL:

L/180TOTAL LOAD DEFLECTIONL/240LIVE LOAD DEFLECTION

ROOF FRAMING

VERTICAL:

G) DEFLECTION CRITERIA FOR PEMB DESIGN

SEE PEMB NOTE 2 ON UHS S-001F) COLLATERAL DEAD LOAD

PER PEMBSEISMIC RESPONSE COEFFICIENTPER PEMBDESIGN BASE SHEARPER PEMBANALYSIS PROCEDUREPER PEMBRESPONSE MODIFICATION FACTORPER PEMBBASIC SEISMIC-FORCE-RESISTING SYSTEM

BSEISMIC DESIGN CATEGORYDSITE CLASS0.088gSPECTRAL RESPONSE COEFFICIENT, Sd10.158gSPECTRAL RESPONSE COEFFICIENT, Sds0.055gMAPPED SPECTRAL RESPONSE ACCEL., S10.148gMAPPED SPECTRAL RESPONSE ACCEL., Ss1.0SEISMIC IMPORTANCE FACTOR, IeIIOCCUPANCY CATEGORY

E) SEISMIC LOADS ARE IAW ASCE 7-05:

SEE UHS S-001COMPONENTS AND CLADDING+/-0.18INTERNAL PRESSURE COEFF., GCpi0.85GUST EFFECT FACTOR, GDWIND EXPOSURE CATEGORY1.0WIND LOAD IMPORTANCE FACTOR, IwIIOCCUPANCY CATEGORY90 MPHBASIC WIND SPEED, V

D) WIND LOADS ARE IAW ASCE 7-05:

20 PSFFLAT-ROOF SNOW LOAD, Pf1.0SNOW LOAD IMPORTANCE FACTOR, Is1.2THERMAL FACTOR, Ct0.9SNOW EXPOSURE FACTOR, Ce25 PSFGROUND SNOW LOAD, Pg

C) SNOW LOADS ARE IAW ASCE 7-05

15 PSF PARTITION LOAD IS INCLUDED IN LIVE LOADS.DESIGN OF THIS STRUCTURE. WHERE APPLICABLE, A NOTE: LIVE LOAD REDUCTION SHALL NOT USED IN THE

20 PSF MIN.ROOF125 PSFLIGHT STORAGE ROOMS250 PSFHEAVY STORAGE ROOMS100 PSFFIRST FLOOR SLAB-ON-GRADE UON 80 PSFCORRIDORS

B) LIVE LOADS:

TOTAL PER PEMB MANUFACTURER2.0 PSFMISCELLANEOUS6.0 PSFMECHANICAL AND ELECTRICAL1.0 PSFSTANDING SEAM METAL ROOF1.0 PSF(6)" RIGID INSULATION

ROOF:

PRIMARY RIGID FRAME PORTION

A) DEAD LOADS:

DESIGN LOAD CRITERIA3.

FINAL DESIGN LOADS BY PEMB MANUFACTURER. MINIMUM DESIGN LOADS TO BE USED BY PEMB MANUFACTURER. BY UFC 1-200-01 AND UFC 3-301-01. PROVIDED DEAD LOADS ARE IN ACCORDANCE WITH (IAW): IBC 2009 AND ASCE 7-05 AS MODIFIED2.

3

2

3

2

3 3

2 2

2

1

2

1

MINIMUM COMPONENTS & CLADDING PRESSURESWIND LOADING DIAGRAM -

N.T.S.A7

aa

a

a

SHOWN ON THIS SHEET.

DEAD LOAD IS NOT CONSIDERED IN THE PRESSURES4.

ROOF AREAS.

THEY SHOULD BE APPLIED TO ALL PERTINENT OVERHANG

OMMITED FROM DIAGRAM FOR CLARIFICATION, BUT

OVERHANG PRESSURE COEFFICIENT AREAS HAVE BEEN3.

MINIMUM DESIGN VALUES.

SPECIFIED ON THIS SHEET ARE TO BE USED AS

LOADS IN ACCCORDANCE WITH ASCE 7-05. LOADS

PEMB MANUFACTURER SHALL DETERMINE WIND UPLIFT2.

SEE ARCHITECTURAL FOR DIMENSIONS1.

NOTES:

OVERHEAD AND UNDERGROUND, FOR THE DURATION OF CONSTRUCTION.15. THE CONTRACTOR SHALL LOCATE AND PROTECT ALL EXISTING UTILITIES,

BUILDING CODE.FOR BUILDINGS AND OTHER STRUCTURES AND IBC 2009, INTERNATIONAL RESISTING SYSTEMS AS REQUIRED BY ASCE 7-05, MINIMUM DESIGN LOADS

14. THE CONTRACTOR SHALL PROVIDE SPECIAL INSPECTIONS FOR SEISMIC

COMPLETION OF THIS WORK.DISCREPANCIES OR UNDOCUMENTED CONDITIONS THAT MAY EFFECT THE

13. THE CONTRACTOR SHALL NOTIFY THE CONTRACTING OFFICER OF ANY

MECHANICAL OR ELECTRICAL EQUIPMENT.ANY INSERTS, HANGERS, PIPE SLEEVES OR HOLES REQUIRED FOR RESPONSIBLE FOR COORDINATING THE LOCATION AND PLACEMENT OF UNLESS OTHERWISE SHOWN OR NOTED, THE CONTRACTOR SHALL BE 12.

OF THE PROJECT.SHALL REMAIN THE PROPERTY OF THE CONTRACTOR AFTER COMPLETION SHEETING, TEMPORARY BRACING, GUYS OR TIEDOWNS. SUCH MATERIAL CONSTRUCTION. THIS INCLUDES THE ADDITION OF NECESSARY SHORING, SAFETY OF THE BUILDING, ITS COMPONENTS AND OCCUPANTS DURING DETERMINE ERECTION PROCEDURES AND SEQUENCE TO ENSURE THE COMPLETED. IT IS THE CONTRACTOR’S SOLE RESPONSIBILITY TO ONLY AFTER THE STRUCTURAL WORK CONTAINED IN THE DRAWINGS IS THE STRUCTURE IS DESIGNED TO BE SELF SUPPORTING AND STABLE 11.

OF LOADING RESTRICTIONS.CONTRACTOR WILL ENSURE THAT ALL SUBCONTRACTORS ARE INFORMED MATERIALS ON POURED OR ERECTED FLOOR/ROOFS. GENERAL OR ERECTED FLOOR OR ROOF. DO NOT STORE OR STACK CONSTRUCTION MANUFACTURER. AVOID IMPACT WHEN PLACING MATERIALS ON POURED CONTRACTOR SHALL COORDINATE LOADING RESTRICTIONS WITH PEMB 10.

ROOF.IMPACT WHEN PLACING MATERIALS ON POURED OR ERECTED FLOOR OR SUBCONTRACTORS ARE INFORMED OF LOADING RESTRICTIONS. AVOID LOAD. GENERAL CONTRACTOR WILL ENSURE THAT ALL ERECTED FLOOR/ROOFS IN EXCESS OF 80 PERCENT OF THE DESIGN LIVE DO NOT STORE OR STACK CONSTRUCTION MATERIALS ON POURED OR 9.

SUPPORT PLAN FOR SLABS AND FRAMING PRIOR TO COMMENCING WORK.OBTAIN DESIGNER OF RECORD APPROVAL ON PROPOSED EQUIPMENT AND FRAMING HAVE NOT BEEN DESIGNED FOR EQUIPMENT LOADS. CRANES, PERSONNEL LIFTS OR OTHER ERECTION EQUIPMENT. THE SLAB DO NOT LOAD THE SLAB-ON-GRADE OR SUPPORTED SLAB WITH ERECTION 8.

RESPONSIBILITY OF THE CONTRACTOR.WELL AS SUPERVISION OF THE WORK, SHALL BE THE SOLE CONSTRUCTION TECHNIQUES, MEANS, METHODS, AND SEQUENCES, AS 7.

DRAWINGS UNDER ANY CIRCUMSTANCE.REPRODUCTION OF CONTRACT DRAWINGS SHALL NOT BE USED AS SHOP 6.

SEE CIVIL DRAWINGS FOR ACTUAL DATUM ELEVATION.SEE ARCHITECTURAL DRAWINGS FOR THE FINISHED FLOOR ELEVATION. 5.

AGAINST WIND AND/OR CONSTRUCTION LOADS.DURING CONSTRUCTION. BRACE ALL WALLS DURING CONSTRUCTION CONNECTIONS ARE FULLY MADE, AS NECESSARY, TO ENSURE STABILITY COMPONENTS UNTIL ALL COMPONENTS ARE ERECTED AND ALL PROVIDE TEMPORARY BRACING AND SHORING OF THE STRUCTURE AND 4.

REFERENCED.ANOTHER CONDITION WHERE THE DETAIL IS SPECIFICALLY INDICATED OR TITLES OR FROM THE SIMILARITY OF A CONSTRUCTION CONDITION TO DETERMINE APPLICABILITY OF TYPICAL DETAILS FROM DESCRIPTIVE CASES WHERE THE NATURE OF THE CONSTRUCTION REQUIRES THEIR USE. SPECIFICALLY INDICATED OR REFERENCED, BUT ALSO IN ALL OTHER DETAILS ENTITLED OR NOTED AS "TYPICAL" APPLY NOT ONLY WHERE 3.

THAT WILL BE AFFECTED.TO THE CONTRACTING OFFICER PRIOR TO BEGINNING WORK IN AREAS REPORT DISCREPANCIES IN DIMENSIONS BETWEEN DIFFERENT DRAWINGS 2.

HANGERS, AND ANCHORS.NOT LIMITED TO, THE REQUIREMENTS FOR SLEEVES, INSERTS, HOLES, DRAWINGS. COORDINATE THE WORK OF OTHER TRADES INCLUDING, BUT USE STRUCTURAL DRAWINGS IN CONJUNCTION WITH ALL OTHER 1.

PRE-ENGINEERED METAL BUILDING (PEMB) DESIGNER. MEMBERS SHALL NOT BE ALLOWED, UNLESS APPROVED BY THE CLIP TO ATTACH TO STRUCTURAL MEMEBERS. DRILLING THROUGH STRUCTURAL ANY HANGERS SUPPORTING EQUIPMENT, DUCTWORK, PIPING, ETC. SHALL USE A 8.

PARTITIONS, ETC.UNITS, DUCTS, FANS, PIPING, ELECTRICAL COMPONENTS, SUPPORTED DESIGN AND PROVIDE STRUCTURAL MEMBERS FOR THE SUPPORT OF HVAC 7.

ACTUAL BUILDING LOADS PROVIDED BY METAL BUILDING MANUFACTURER. THE CONTRACTOR WILL DESIGN METAL BUILDING FOUNDATION SYSTEM FOR 6.

OF EQUIPMENT SUPPORTED BY THE BUILDING.PARTITIONS. DEFLECTION LIMITS SHALL NOT EXCEED DEFLECTION TOLERANCES LIMITED TO ENSURE THAT BUILDING COMPONENTS DO NOT CONTACT INTERIOR CONSIDERATIONS FOR LOW RISE BUILDINGS" 1990, DEFLECTIONS SHALL BE CONTAINED IN AISC STEEL DESIGN GUIDE SERIES 3 "SERVICEABILITY DESIGN ACCORDANCE WITH "SERVICEABILITY CONSIDERATIONS" SUMMARY TABLES BUILDING LATERAL DEFLECTIONS AND RACKING LIMITS SHALL BE IN 5.

ARE NOT ALLOWED.DESIGN BUILDING SYSTEM WITH HINGED COLUMN BASES. FIXED BASE COLUMNS 4.

EDITION) LOAD COMBINATIONS ARE MORE STRINGENT.CODES UNLESS THE (MBMA) METAL BUILDING SYSTEMS MANUAL (LATEST LOAD COMBINATIONS SHALL BE IN ACCORDANCE WITH APPLICABLE BUILDING 3.

CONCENTRATED LOADS EXCEED PURLIN CAPACITY.MECHANICAL EQUIPMENT LOADS SHOWN. USE SPREADER BEAMS WHERE LOCATED ANYWHERE ALONG THE LENGTH OF THE PURLIN IN ADDITION TO DESIGNED FOR AN ADDITIONAL CONCENTRATED LIVE LOAD OF 250 POUNDS LEEWARD WIND PRESSURE AND SUCTION LOADS. ROOF PURLINS SHALL BE LISTED IN THE DESIGN NOTES. INCLUDE THE EFFECTS OF WINDWARD AND LOADS. PARAMETERS FOR DEVELOPMENT OF WIND AND SEISMIC LOADS ARE LOAD OF 7 PSF IN ADDITION TO BUILDING DEAD LOADS, WIND LOADS AND SEISMIC DESIGN BUILDING SYSTEM FOR LIVE LOADS INDICATED AND A COLLATERAL DEAD 2.

DESIGN BUILDING SYSTEM(S) IN ACCORDANCE WITH THE BUILDING CODE.1.

W912

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