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B PROFILE
<br />Width
<br />(ft) =
<br />42.72
<br />Eave Height
<br />(ft) = 16.32
<br />Length
<br />(ft) =
<br />194
<br />Roof Slope
<br />(Rise/12) = 1.0:12
<br />BUILDiNG LOADS
<br />A) THIS IS TO CERTIFY THAT TH. .. IS DESIGNED I
<br />INDICATED AND APPLIED AS _ 7T1MON
<br />�..
<br />B) THIS CERTIFICATION IS LIMITED TO THE STRUCTURAL DESIGN OF THE FRAMING AND COVERING
<br />PARTS MANUFACTURED BY THE BUILDING MANUFACTURER AND AS SPECIFIED IN THE CONTRACT.
<br />ACCESSORY ITEMS SUCH AS DOORS, WINDOWS, LOUVERS, TRANSLUCENT PANELS, VENTILATORS ARE
<br />NOT INCLUDED. ALSO DtCLUDED ARE OTHER PARTS OF THE PROJECT NOT PROVIDED BY THE
<br />BUILDING MANUFACTURER SUCH AS FOUNDATIONS, MASONRY WALLS, MECHANICAL EQUIPMENT AND
<br />THE ERECTION AND INSPECTION OF THE BUILDING. THE BUILDING SHOULD BE ERECTED ON A
<br />PROPERLY DESIGNED FOUNDATION IN ACCORDANCE WITH THE BUILDING MANUFACTURER'S DESIGN
<br />MANUAL, THE ATTACHED DRAWINGS, AND GOOD ERECTION PRACTICES. THE END USER AND/OR
<br />ENGINEER OF RECORD IS TO CONFIRM THAT THESE LOADS COMPLY WITH REQUIREMENTS OF THE
<br />LOCAL BUILDING DEPT.
<br />-OCCUPANCY./RISK CATEGORY Normal J.& 1.00
<br />WIND LOAD
<br />ULITMATE 13
<br />MPH NOMINAL
<br />106.89 MPH WIND EXPOSURE B
<br />CLOSURE TYPE
<br />OPEN
<br />INTERNAL WIND COEFFICIENT
<br />0.00
<br />f 0.00
<br />1.00
<br />PSF
<br />RO F LIVE LOAD
<br />20.00 _
<br />PSF (REDUCIBLE
<br />Yes )
<br />DEAD LOAD
<br />2.00
<br />PSF (FOR ROOF
<br />PANELS AND PURUNS)
<br />SEISMIC
<br />SPECTRAL RESPONSE
<br />Ss 0.0577 S1
<br />0.0319 Sds 0.0608 Sd1 0.0496
<br />SITE CLASS
<br />d DESIGN RISK CATEGORY
<br />A Cs 0.0100
<br />ANALYSIS PROCEDURE
<br />_itAIFTtff
<br />t ATFRAI
<br />FARCE _� SURE
<br />SERVICEABILITY
<br />CRITERIA
<br />MINIMUM DESIGN
<br />DEFLECTIONS
<br />Endwall Column
<br />= 120
<br />Roof
<br />Panel
<br />(Live)
<br />= 60
<br />Endwall Rafter (Live)
<br />= 180
<br />Roof
<br />Panel
<br />(Wind)
<br />= 60
<br />Endwall Rafter (Wind)
<br />= 180
<br />Rigid
<br />Frame
<br />(Harz)
<br />= 60
<br />Wall Girt
<br />= 90
<br />Rigid
<br />Frame
<br />(Vert)
<br />= 180
<br />Roof Purlin (Live)
<br />= 150
<br />Rigid
<br />Frame
<br />(Seismic)
<br />_ : 50
<br />Roof Purlin (Wind)
<br />= 150
<br />Wall Panel
<br />= 60
<br />ORAL N OTES
<br />A) THE STRUCTURE UNDER THIS CONTRACT HAS BEEN DESIGNED AND DETAILED FOR THE LOADS AND CONDITIONS
<br />STIPULATED IN THE CONTRACT AND SHOWN ON THESE DRAWINGS. ANY ALTERATIONS TO THE STRUCTURAL SYSTEM OR
<br />REMOVAL OF ANY COMPONENT PARTS, OR THE ADDITION OF OTHER CONSTRUCTION MATERIALS OR LOADS MUST BE
<br />DONE UNDER THE ADVICE AND DIRECTION OF A REGISTERED ARCHITECT, CIVIL, OR STRUCTURAL ENGINEER.
<br />THE BUILDING MANUFACTURER WILL ASSUME NO RESPONSIBILITY FOR ANY LOADS NOT INDICATED.
<br />B) THIS METAL BUILDING IS DESIGNED WITH THE BUILDING 'SrTAh1 1 WHICH ARE BASED
<br />ON PERTINENT PROCEDURES AND RECOMMENDATIONS Ols ° F' N_ I ` .. CODES.
<br />1. CG . ' RISC SPECIFICATION FOR STRUCTURAL STEEL BUILDINGS -
<br />ALLOWABLE STRESS DESIGN'
<br />2. aI#-f STL "�I'i11I.I` ., "SPECIFICATION FOR THE DESIGN OF COLD FORMED STEEL STRUCTURAL
<br />MEMBERS'
<br />3. AMERICAN WELDING SOCIETY:_ 'STRUCTURAL WELDING CODE! AWS D1.1.
<br />4. METAL BUILDING MANUFACTURER'S ASSOCIATION: "LOW RISE BUILDING SYSTEMS MANUAL'
<br />C) 1) MATERIAL MPM, S OF STEEL PLATE USED IN THE FABRICATION OF PRI , AND OTHER
<br />PRIMARY U EXCLUSIVE OF COLD -FORMED SECTIONS, CONFORM i0 9.: :. A572 . FLANGES WITH
<br />THICKNESS OF ONE INCH OR LESS AND WIDTH OF 12' OR LESS CONFORM TO A529 WITH A MINIMUM YIELD POINT OF
<br />WIDTH CONFORM TO A572 WITH A MINIMUM YIELD
<br />. D f WITH A MINIMUM YIELD POINT OF 55,000 psi.
<br />2) JWA AL ,: I i a 1 '.. ` G# I . TO a, GRADE B WITH A MINIMUM YIELD
<br />POINT OF ,
<br />3) MATERIAL P, - OF TUBE SECTIONS CONFORM TO AMW-A500, GRADE B WITH A MINIMUM YIELD
<br />F0 t
<br />4) P OF HOT ROLLED CHANNEL AND ANGLE MEMBERS CONFORM TO THE REQUI 'r LM29
<br />`I!'I POINT OF 90,000 PSI. HOT ROLLED W-SHAPED MEMBERS CONFORM TO THE i i
<br />ASTM-=A9kWffH MMINIMUM YIELD POINT OF 50,000 PSI.
<br />5) MATERIAL PROPERTIES OF COLD FORMED LIGHT GAGE STEEL MEMBERS CONFORM TO EITHER ASTM A653-06 GR 55 OR
<br />A1011-04 0 W � OF 55,000,
<br />6) MATERIAL P SHEETING, gAtt'hM CONFORM TO ASTM-A792 GRADES 80 CLASS 1, 2 OR 3
<br />WITH A MIN(MU OF 80.000 PSI!. MTM OF BASE MATERIAL IS 55% ALUMINUM -ZINC ALLOY
<br />IN ACCORDANCE WITH AZ55 SPECIFICATIONS.
<br />7) CABLE UTILIZED FOR BRACING CONFORMS TO ASTM A475. CABLE BRACING IS TO BE INSTALLED TO A TAUT
<br />CONDITION.
<br />8 ROD UTILIZED FOR BRACING MEMBERS CONFORM TO ASTM-A36 WITH MINIMUM YIELD POINT OF 36,000 PSI.
<br />9 IT IS THE RESPONSIBILITY OF ERECTOR TO ENSURE PROPER BOLT TIGHTNESS IN ACCORDANCE WITH APPLICABLE
<br />"RCSC SPECIFICATION FOR STRUCTURAL JOINTS USING A-325 OR A-490 BOLTS". ALL A-325 BOLTS IN PRIMARY
<br />FRAMING MUST BE 'SNUG -TIGHT', EXCEPT AS FOLLOWS:
<br />a} BUILDING LOCATED IN A HIGH SEISMIC AREA. FOR IBC -BASED CODE, -HIGH SEISMIC AREA- IS DEFINED AS -SEISMIC
<br />DESIGN CATEGORY OF "D', "E' OR " r.
<br />b) BUILDING SUPPORTS A CRANE SYSTEM WITH A CAPACITY GREATER THAN 5.00 TONS.
<br />c) BUILDING SUPPORTS MACHINERY THAT CREATES VIBRATION, IMPACT OR STRESS - REVERSALS ON THE CONNECTIONS.
<br />d) ANY CONNECTION DESIGNATED IN THESE DRAWINGS AS -A-325 - SC-.
<br />10) SECONDARY MEMBERS AND FLANGE BRACE CONNECTIONS SHALL ALWAYS BE SNUG TIGHT, UNO.
<br />11) ANCHOR BOLTS 3 4' IN DIAMETER THRU 1 1/40 IN DIAMETER CONFORM TO A.S.T.M. F1554 GR. 36.
<br />ANCHOR BOLTS 1 /2' IN DIAMETER CONFORM TO A.S.T.M. A-307.
<br />❑) UNLESS , EON FRAMING C ALL STEEL MEMBERS EXCEPT BOLTS, FASTENERS, CABLE
<br />AND ROB Vi4i IOEIVE ONE COAT OF 1tOXIDE SHOP PRIMER.
<br />E) SHOP AND FIELD INSPECTIONS AND ASSOCIATED FEES ARE THE RESPONSIBILITY OF THE CONTRACTOR, UNLESS
<br />STIPULATED OTHERWISE IN THE CONTRACT.
<br />APPROVAL NOTES
<br />THE FOLLOWING CONDITIONS APPLY IN THE EVENT THAT THESE DRAWINGS ARE USED AS APPROVAL DRAWINGS:
<br />A) IT IS IMPERATIVE THAT ANY CHANGES TO THESE DRAWINGS:
<br />1) BE MADE IN CONTRASTING INK.
<br />2) HAff.-ALL INSTANCES OF CH&9E&LEARLY INDICATED.
<br />3) 8E LEGIBLE AND UNAMBIGUOUS.
<br />B) DATED SIGNATURE IS REQUIRED ON ALL PAGES.
<br />C) AMWE .. AEI THE RIGHT TO RESUBMIT DRAWINGS WITH EXTENSIVE OR COMPLEX CHANGES REQUIRED
<br />1 .AVM SIr" + "X. THIS MAY IMPACT THE DELIVERY SCHEDULE.
<br />D) 1V THESE DRAWINM INDICAT , "CONCLUSIVELY THAT THE MANUF,, , , CORRECTLY
<br />� O THE CONTRACT d EQUN . AND FURTHER CONSI T1UTES A THE BUILDING AS
<br />DRAWN, OR AS DRAWN WITH INDICATED CHANGES REPRESENTS THE TOTAL OF THE MATERIALS TO BE SUPPLIED
<br />BY MANUFACTURER.
<br />E) ANY CHANGES NOTED ON THE DRAWINGS NOT IN CONFORMANCE WITH THE TERMS AND REQUIREMENTS OF THE
<br />CONTRACT BETWEEN MANUFACTURER AND ITS CUSTOMER ARE NOT BINDING ON MANUFACTURER UNLESS
<br />SUBSEQUENTLY SPECIFICALLY ACKNOWLEDGED AND AGREED TO IN WRITING BY CHANGE ORDER OR SEPARATE
<br />DOCUMENTATION. MANUFACTURER RECOGNIZES THAT RUBBER STAMPS ARE ROUTINELY USED FOR INDICATING
<br />APPROVAL, DISAPPROVAL, REJECTION, OR MERE REVIEW OF THE DRAWINGS SUBMITTED. HOWEVER, MANUFACTURER
<br />DOES NOT ACCEPT CHANGES OR ADDITIONS TO CONTRACTUAL TERMS AND CONDITIONS THAT MAY APPEAR WITH
<br />USE OF A STAMP OR SIMILAR INDICATION OF APPROVAL, DISAPPROVAL, ETC. SUCH LANGUAGE APPLIED TO
<br />MANUFACTURER'S DRAWINGS BY THE CUSTOMER, ARCHITECT, ENGINEER, OR ANY OTHER PARTY WILL BE
<br />CONSIDERED AS UNACCEPTABLE ALTERATIONS TO THESE DRAWING NOTES, AND WILL NOT ALTER THE
<br />CONTRACTUAL RIGHTS AND OBLIGATIONS EXISTING BETWEEN MANUFACTURER AND ITS CUSTOMER.
<br />SAFETY COMMITMENT
<br />A) THE BUILDING MANUFACTURER HAS A COMMITMENT TO MANUFACTURE QUALITY BUILDING COMPONENTS THAT CAN BE
<br />SAFELY ERECTED. HOWEVER, THE SAFETY COMMITMENT AND JOB SITE PRACTICES OF THE ERECTOR ARE BEYOND THE
<br />CONTROL OF THE BUILDING MANUFACTURER.
<br />B) IT IS STRONGLY RECOMMENDED THAT SAFE WORKING CONDITIONS AND ACCIDENT PREVENTION PRACTICES BE THE TOP
<br />PRIORITY OF ANY JOB SITE.
<br />C) LOCAL, STATE AND FEDERAL SAFETY AND HEALTH STANDARDS SHOULD ALWAYS BE FOLLOWED TO HELP INSURE
<br />WORKER SAFETY.
<br />D) MAKE CERTAIN ALL EMPLOYEES KNOW THE SAFEST AND MOST PRODUCTIVE WAY OF ERECTING A BUILDING.
<br />EMERGENCY PROCEDURES SHOULD BE KNOWN TO ALL EMPLOYEES.
<br />E) DAILY MEETINGS HIGHLIGHTING SAFETY PROCEDURES ARE ALSO RECOMMENDED. THE USE OF HARD HATS, RUBBER
<br />SOLE SHOES FOR ROOF WORK, PROPER EQUIPMENT FOR HANDLING MATERIAL, AND SAFETY NETS WHERE APPLICABLE,
<br />ARE RECOMMENDED.
<br />FLORIDA PRODUCT APPROVAL NUMBER
<br />PBR ROOF PANEL 36875.1
<br />IT IS THE RESPONSIBILITY OF THE CUSTOMER TO PROVIDE
<br />ALL DOCUMENTATION REQUIRED FOR ANY ACCESSORIES
<br />PROVIDED BY MBM TO THEIR LOCAL PERMITTING OFFICE.
<br />ALL ACCESSORIES MUST COMPLY AND MEET ALL DESIGN
<br />REQUIREMENTS PER LOCAL CODES.
<br />ALL VEHICULAR FRAMED OPENINGS SUPPLIED ON THIS PROJECT
<br />HAVE BEEN DESIGNED TO SUPPORT WIND LOADS NORMAL TO A
<br />DOOR SYSTEM, BASED ON THE STANDARD BUILDING CODE CRITERIA
<br />THE VEHICULAR FRAMED OPENING HAS NOT BEEN DESIGNED FOR
<br />ANY ADDITIONAL MOMENT OR CATENARY FORCE FROM THE BOOR
<br />SYSTEM. ANY CHANGES TO THE INFORMATION SHOWN HERE WOULD
<br />REQUIRE AN ENGINEERING INVESTIGATION AND POSSIBLE BUILDING
<br />REINFORCEMENT.
<br />FRAMING COLORS
<br />Rigid Frame: RO -- Red Oxide
<br />Flange brnca: GP - Cry Primer
<br />GZ - Galvanized
<br />Angle:
<br />Endwall
<br />Grt Pur EvSt Jmb 88 Cvi Rd
<br />U SECTION. = � ® Q _ ` .
<br />DRAINING
<br />INDEX
<br />REV.
<br />PAGE
<br />DESCRIPTION
<br />0
<br />COVER PAGE
<br />1
<br />ANCHOR BOLT LAYOUT
<br />Z
<br />1:1
<br />ANCHOR BOLT DETAILS
<br />1.2
<br />ANCHOR BOLT REACTIONS
<br />2
<br />ROOF FRAMING LAYOUT
<br />0
<br />2.1-2.9
<br />RIGID FRAME CROSS SECTION
<br />3
<br />SIDEWALL FRAMING LAYOUT
<br />4
<br />ENDWALL FRAMING LAYOUT
<br />5-5.1
<br />FRAMING DETAILS
<br />6
<br />ROOF PANELS & TRIM
<br />6.1
<br />ROOF PANEL DETAILS
<br />7
<br />SIDEWALL PANELS & TRIM
<br />8
<br />ENDWALL PANELS & TRIM
<br />9
<br />SPECIAL DETAILS
<br />C SECTION: ® ® L.� ®
<br />D SECTION: FRO-] 1 F_R70 � n�1 t RV f
<br />Z SECTION: Ro ®® ® ` ; FOR OCCUPANCY (RISK) CATEGORY I OR II, IBC PROVISIONS INDICATE THAT
<br />E SECTION: ® F-R-0-1 r-R-0-1 ® SINGLE -STORY BUILDINGS SHALL HAVE "NO DRIFT LIMIT" PROVIDED THAT
<br />R SECTIott RO ® ® '-A INTERIOR WALLS, PARTITIONS, CEILINGS AND EXTERIOR WALL SYSTEMS HAVE
<br />w SECTION: EVE ®®® BEEN DESIGNED TO ACCOMMODATE THE SEISMIC STORY DRIFTS. INTERIOR
<br />WALLS, PARTITIONS, CEILINGS OR EXTERIOR SYSTEMS NOT PROVIDED 1 Y MBM
<br />WO W GALVANIZED PROVIDED: ALL FINISHED SHALL BE DESIGNED AND DETAILED BY OTHERS TO ACCOMODATE THE SEISMIC
<br />BUILT-UP AND HOT ROLL MEMBERS STORY DRIFTS.
<br />ARE HOT DIPPED GALVANIZED. ALL SECONDARY
<br />00 FORMED MEMBERS ARE PRE -GALVANIZED. THIS PROJECT IS DESIGNED AS AN OPEN BUILDING AS DEFINED BY THE
<br />REFERENCED BUILDING CODE. OBSTRUCTED WINDFLOW COEFFICIENTS ARE USED
<br />FOR DESIGN OF MAIN WIND FORCE RESISTANCE SYSTEM AND COMPONENT AND
<br />CLADDING.
<br />CCREDITED
<br />1.0 PSF' COLL ONLY ALLOW LIGHTING AND HVAC DUCT 'TO HANG ISM ROOF
<br />ASYSTEMS SUSPENSION OF ANY LOAD INDUCING SYSTEM IS EXPLICTILY
<br />Mew wIdng sysww PROHIBITED, UNLESS A CORRESPONDING REDUCTION IN CERTIFIED LIVE/SNOW
<br />LOADS CAN BE PERMITTED BY CODE.
<br />AC 472 _ I
<br />BUILDING DESIGNED & MANUFACTURED
<br />BY AN IAS ACCREDITED . F`
<br />ERECT} 1. CT .R,1 RESPONSIBILITIES
<br />A) IT IS THE RESPONSIBILITY OF THE ERECTOR/CONTRACTOR TO INSURE THAT ALL PROJECT PLANS AND SPECIFICATIONS
<br />COMPLY WITH THE APPLICABLE REQUIREMENTS OF ANY GOVERNING BUILDING AUTHORITIES. THE SUPPLYING OF SEALED
<br />ENGINEERING DATA AND DRAWINGS FOR THE METAL BUILDING SYSTEM DOES NOT IMPLY OR CONSTTTUTE AN AGREEMENT
<br />THAT THE BUILDING MANUFACTURER OR TT5 DESIGN ENGINEER IS ACTING AS THE ENGINEER OF RECORD OR DESIGN
<br />PROFESSIONAL FOR A CONSTRUCTION PROJECT.
<br />B) THE CONTRACTOR MUST SECURE ALL REQUIRED APPROVALS AND PERMITS FROM THE APPROPRIATE AGENCY AS
<br />REQUIRED.
<br />C) APPROVAL OF THE MANUFACTURER'S DRAWINGS AND CALCULATIONS INDICATE THAT THE BUILDING MANUFACTURER
<br />CORRECTLY INTERPRETED AND APPLIED THE REQUIREMENTS OF THE CONTRACT DRAWINGS AND SPECIFICATIONS.
<br />(SECT. 4..1' AI . OF STM .-. . P 1-`. r
<br />D) WHERE [1#AN -�„ T STRUCTURAL STEEL. PLANS A14,7WE FOR
<br />OTHER , (SECT. 3.3 AISC CODE OF . "-r P t 13TH ED.)
<br />E) DESIGN CONSIDERATIONS OF ANY MATERIALS IN' THE STRUCTURE WHICH ARE NOT FURNISHED BY THE BUILDING
<br />MANUFACTURER ARE THE RESPONSIBILITY OF THE CONTRACTORS AND ENGINEERS OTHER THAN THE BUILDING MANUFACT-
<br />URER'S ENGINEERS UNLESS SPECIFICALLY INDICATED.
<br />F) THE ERECTOR/CO IS RESPONSIBLE FOR ALL ERECTION OF STEEL AND ASSOCIATED WORK IN COMPLIANCE WITH
<br />THE BUILDING '!C u R'S "FOR CONSTRUCTION" DRAWINGS.
<br />G) PRODUCTS SHIPPM TO• .CTOR/CONTRACTOR OR HIS CUSTOMER SHALL BE INSPECTED BY ERECTOR/CONTRACTOR
<br />IMMEDIATELY UP k, CLAIMS FOR SHORTAGES OR DEFECTIVE MATERIAL IF NOT PACKAGED MUST BE SENT TO THE
<br />MANUFACTURER `IN` WRITING WITHIN FIVE (5) DAYS AFTER RECEIPT OF THE SHIPMENT. HOWEVER, IF A DEFECT IS OF SUCH A NATURE
<br />THAT REASONABLE VISUAL INSPECTION WOULD FAIL TO DISCLOSE IT, THEN THE CLAIM MUST BE MADE WITHIN FIVE (5) DAYS
<br />AFTER THE ERECTOR/CONTRACTOR LEARNS OF THE DEFECT. THE MANUFACTURER WILL NOT BE LIABLE FOR ANY DEFECT UNLESS
<br />CLAIM IS MADE WITHIN ONE (1) YEAR AFTER DATE OF THE ORIGINAL SHIPMENT BY THE MANUFACTURER TO CONTRACTOR
<br />OR HIS CUSTOMER. THE MANUFACTURER WILL BE GIVEN A REASONABLE OPPORTUNTTY TO INSPECT DEFECTIVE MATERIALS
<br />UPON RECEIPT OF CLAIM BY CONTRACTOR.
<br />IF A DEFECT IS OF SUCH NATURE THAT IT CAN BE REMEDIED BY A FIELD OPERATION AT THE JOB SITE WITHOUT
<br />THE NECESSITY OF RETURNING THE MATERIAL TO THE MANUFACTURER, THEN UPON WRITTEN AUTHORIZATION OF
<br />THE MANUFACTURER THE CONTRACTOR MAY REPAIR OR CAUSE THE MATERIAL TO BE REPAIRED AND THE MANUFACTURER
<br />WILL REIMBURSE THE CONTRACTOR FOR THE COST OF THE REPAIR IN ACCORDANCE WITH THE WRITTEN AUTHORIZATION.
<br />THE CORRECTION OF MINOR MISFIT'S BY THE USE OF DRIFT PINS TO DRAW THE COMPONENTS IN TO LINE, MODERATE
<br />AMOUNTS OF REAMING,CHIPPING AND CUTTING, AND THE REPLACEMENT OF MINOR SHORTAGES OF MATERIAL ARE A NORMAL
<br />PART OF ERECTION AND ARE NOT SUBJECT TO CLAIM.
<br />H) ALL BRACING AS SHOWN AND PROVIDED BY THE MANUFACTURER FOR THIS BUILDING IS REQUIRED AND SHALL BE
<br />INSTALLED BY THE ERECTOR AS A PERMANENT PART OF THE STRUCTURE.
<br />1) TEMPORARY SUPPORTS, SUCH AS TEMPORARY GAYS, BRACES, FALSE WORK, CRIBBING OR OTHER ELEMENTS REQUIRED
<br />FOR THE ERECTION OPERATION WILL BE DETERMINED AND FURNISHED AND INSTALLED BY THE ERECTOR. THESE
<br />TEMPORARY SUPPORTS WILL SECURE THE STEEL FRAMING, OR ANY PARTLY ASSEMBLED STEEL FRAMING, AGAINST
<br />LOADS COMPARABLE IN INTENSITY TO THOSE FOR WHICH THE STRUCTURE WAS DESIGNED, RESULTING FROM WIND,
<br />SEISMIC FORCES AND ERECTION OPERATIONS, BUT NOT THE LOADS RESULTING FROM THE PERFORMANCE OF WORK BY
<br />OR THE ACTS OF OTHERS, NOR SUCH UNPREDICTABLE LOADS AS THOSE DUE TO TORNADO, EXPLOSION OR COLLISION.
<br />(SECT. 7.10.3 AISC CODE OF STANDARD PRACTICE, 13TH ED.)
<br />J) METAL BUILDING MANUFACTURER IS NOT RESPONSIBLE FOR THE DESIGN,MATERIAL AND WORKMANSHIP OF FOUNDATION. ANCHOR BOLT
<br />PLANS PREPARED BY MBM ARE INTENDED TO SHOW ONLY LOCATION, DIAMETER AND PROJECTION OF THE ANCHOR RODS REQUIRED
<br />TO ATTACH THE METAL BUILDING SYSTEM TO FOUNDATION. TT IS RESPONSIBILITY OF THE END CUSTOMER TO ENSURE THAT ADEQUATE
<br />PROVISIONS ARE MADE FOR SPECIFYING ROD EMBEDMENT, BEARING VALUES, TIE RODS AND OTHER ASSOCIATED ITEMS EMBEDDED IN THE
<br />CONCRETE FOUNDATION, AS WELL AS FOUNDATION DESIGN FOR THE LOADS IMPOSED BY MB SYSTEM, OTHER IMPOSED LOAD, AND THE
<br />BEARING CAPACITY OF THE SOIL AND OTHER CONDITIONS OF THE BUILDING SITE (MBMA 06 SECTIONS 3.2.2 AND A3)
<br />K) METAL BUILDING MANUFACTURER DOES NOT PROVIDE ANY FIELD SUPERVISION FOR THE ERECTION, NOR DOES
<br />MBM PERFORM ANY INSPECTIONS DURING OR AFTER ERECTION.
<br />COMPONENTS & CLADDING unfactored
<br />Wall Field Values = 22.002 psf /'-24.202 q
<br />Wall Edge Values = 22.002 psf /-30.803 psf
<br />Richard
<br />PE # 437 Ph-706-888-4874
<br />510 Lee Rd 281
<br />Salem AL, 36874
<br />10
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