HomeMy WebLinkAboutDESIGN LOADS - 23-00435 - Precision Precast - New Commercial BldgJOB NUMBER
PROJECT NAMEU23M0364A
Precision Precast
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DRAWING TITLE
COVER SHEETS
ANCHOR ROD PLANS
PLANS AND ELEVATIONS
STRUCTURAL DETAILS
SHEETING DETAILS
SHEET NUMBER
C1 ~ C4
F1 ~ F2
E1 ~ E27
D1 ~ D14
SD1 ~ SD9
07/27/2023
Grant Roth
Digitally signed by Grant
Roth
DN: C=US,
E=grant.roth@nbsut.com,
O=Nucor Building
Systems UT, CN=Grant
Roth
Date: 2023.07.27
14:44:09-06'00'
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3.BUILDING ERECTION NOTES:
THE GENERAL CONTRACTOR AND/OR ERECTOR IS RESPONSIBLE TO SAFELY AND PROPERLYERECT THE METAL BUILDING SYSTEM IN CONFORMANCE WITH THESE DRAWINGS, OSHAREQUIREMENTS AND EITHER MBMA OR CSA S16 STANDARDS PERTAINING TO PROPERERECTION. TEMPORARY SUPPORTS SUCH AS GUYS, BRACES, FALSEWORK, CRIBBING OROTHER ELEMENTS FOR ERECTION ARE TO BE DETERMINED, FURNISHED AND INSTALLED BY THEERECTOR. THESE SUPPORTS MUST SECURE THE STEEL FRAMING, OR PARTLY ASSEMBLED
STEEL FRAMING, AGAINST LOADS COMPARABLE IN INTENSITY TO THOSE FOR WHICH THE
STRUCTURE WAS DESIGNED IN ADDITION TO LOADS RESULTING FROM THE ERECTION
OPERATION. SECONDARY WALL AND ROOF FRAMING (PURLINS, GIRTS AND/OR JOIST) ARE NOT
DESIGNED TO FUNCTION AS A WORKING PLATFORM OR TO PROVIDE AS AN ANCHORAGE POINTFOR A FALL ARREST /SAFETY TIE OFF.
GENERAL NOTES:
1.MATERIALS ASTM DESCRIPTION
STRUCTURAL STEEL PLATE AS529 / A572 / A1011HOT ROLLED MILLS SHAPES A36 / A529 / A572 / A500 HSS ROUND A500 HSS RECTANGULAR A500
COLD FORM SHAPES A653 / A1011
ROOF AND WALL SHEETING A653 / A792
BOLTS A307 / A325 / A490
CABLE A475
RODS A529 / A572
2.STRUCTURAL PRIMER NOTE :
SHOP COAT PRIMER IS INTENDED TO PROTECT THE STEEL FRAMING FOR A SHORT PERIOD OFTIME. STORAGE IN EXTREME COLD TEMPERATURES OR WINTER SNOW CONDITIONS, INCLUDINGTRANSPORTATION ON SALTED OR CHEMICALLY TREATED ROADS WILL ADVERSELY AFFECT THEDURABILITY AND LONGEVITY OF THE PRIMER. THE COAT OF SHOP PRIMER DOES NOT PROVIDETHE UNIFORMITY OF APPEARANCE, OR THE DURABILITY AND CORROSION RESISTANCE OF AFIELD APPLIED FINISH COAT OF PAINT OVER A SHOP PRIMER. MINOR ABRASIONS TO THE SHOPCOAT PRIMER CAUSED BY HANDLING, LOADING, SHIPPING, UNLOADING AND ERECTION AREUNAVOIDABLE AND ARE NOT THE RESPONSIBILITY OF THE METAL BUILDING MANUFACTURER.METAL BUILDING MANUFACTURER IS NOT RESPONSIBLE FOR THE DETERIORATION OF THEPRIMER OR CORROSION THAT MAY RESULT FROM ATMOSPHERIC AND ENVIRONMENTALCONDITIONS NOR THE COMPATIBILITY OF THE PRIMER TO ANY FIELD APPLIED COATING.
5.A325 & A490 BOLT TIGHTENING REQUIREMENTS :
IT IS THE RESPONSIBILITY OF THE ERECTOR TO ENSURE PROPER BOLT TIGHTNESS IN ACCORDANCEWITH APPLICABLE REGULATIONS. FOR PROJECTS IN THE UNITED STATES SEE THE RCSCSPECIFICATION FOR STRUCTURAL JOINTS USING A325 OR A490 BOLTS OR FOR PROJECTS IN CANADA,SEE THE CAN/CSA S16 LIMIT STATES DESIGN OF STEEL STRUCTURES FOR MORE INFORMATION.
THE FOLLOWING CRITERIA MAY BE USED TO DETERMINE THE BOLT TIGHTNESS (I.E., "SNUG-TIGHT"OR "FULLY-PRETENSIONED"), UNLESS REQUIRED OTHERWISE BY LOCAL JURISDICTION ORCONTRACT REQUIREMENTS:
A) ALL A490 BOLTS SHALL BE "FULLY-PRETENSIONED".
B) ALL A325 BOLTS IN PRIMARY FRAMING (RIGID FRAMES AND BRACING) MAY BE "SNUG-TIGHT",
EXCEPT AS FOLLOWS: "FULLY-PRETENSION"A325 BOLTS IF:
a) BUILDING SUPPORTS A CRANE SYSTEM WITH A CAPACITY GREATER THAN 5 TONS.b) BUILDING SUPPORTS MACHINERY THAT CREATES VIBRATION, IMPACT OR STRESS-REVERSALS ON THE CONNECTIONS. THE ENGINEER-OF- RECORD FOR THE PROJECT SHOULD BE CONSULTED TO EVALUATE FOR THIS CONDITION.
c) THE PROJECT SITE IS LOCATED IN A HIGH SEISMIC AREA. FOR IBC-BASED CODES,
"HIGH SEISMIC AREA" IS DEFINED AS "SEISMIC DESIGN CATEGORY" OF "D", "E", OR
"F". SEE THE "BUILDING LOADS" SECTION OF THIS PAGE FOR THE DEFINED SEISMIC DESIGN CATEGORY FOR THIS PROJECT.d) ANY CONNECTION DESIGNATED IN THESE DRAWINGS AS "A325-SC". "SLIP-CRITICAL (SC)" CONNECTIONS MUST BE FREE OF PAINT, OIL, OR OTHER MATERIALS THAT REDUCE FRICTION AT CONTACT SURFACES. GALVANIZED OR LIGHTLY RUSTED SURFACES ARE ACCEPTABLE.
C) IN CANADA, ALL A325 AND A490 BOLTS SHALL BE "FULLY PRE-TENSIONED", EXCEPT FORSECONDARY MEMBERS (PURLINS, GIRTS, OPENING FRAMING, ETC.) AND FLANGE BRACES.
SECONDARY MEMBERS (PURLINS, GIRTS, OPENING FRAMING, ETC.) AND FLANGE BRACE
CONNECTIONS MAY ALWAYS BE "SNUG-TIGHT",
UNLESS INDICATED OTHERWISE IN THESE DRAWINGS.
4.SPECIAL INSPECTION :
SPECIAL INSPECTIONS AND TESTING THAT MAY BE REQUIRED BY GOVERNMENTAL OR OTHERAUTHORITY DURING CONSTRUCTION AND/OR STEEL FABRICATION (COLLECTIVELY, "INSPECTIONS")ARE NOT THE RESPONSIBILITY OF NBG, AND TO THE EXTENT REQUIRED IT SHALL BE THERESPONSIBILITY OF THE BUILDER AND/OR OWNER. IN THE EVENT THE INSPECTIONS AREREQUIRED, THE BUILDER AND/OR OWNER SHALL EMPLOY A THIRD PARTY QUALITY ASSURANCE
TESTING AGENCY APPROVED BY THE RELEVANT AUTHORITY. IF SUCH REQUIREMENTS ARE NOT
SPECIFICALLY INCLUDED IN NBG SALES DOCUMENTS, NO INSPECTIONS BY NBG OR AT ANY NBG
FACILITY SHALL BE MADE. ALL NBG FACILITIES ARE ACCREDITED BY IAS AC472.
6.GENERAL DESIGN NOTES :
1) ALL STRUCTURAL STEEL SECTIONS AND WELDED PLATE MEMBERS ARE DESIGNED IN ACCORDANCE WITH ANSI/AISC 360 “SPECIFICATIONS FOR STRUCTURAL STEEL BUILDINGS” OR THE CAN/CSA S16 “LIMIT STATES DESIGN OF STEEL STRUCTURES”, AS REQUIRED BY THE SPECIFIED BUILDING CODE.
2) ALL WELDING OF STRUCTURAL STEEL IS BASED ON EITHER AWS D1.1 “STRUCTURAL WELDING CODE – STEEL” OR CAN/CSA W59 “WELDED STEEL CONSTRUCTION (METAL ARC WELDING)”, AS REQUIRED BY THE SPECIFIED BUILDING CODE.3) ALL COLD FORMED MEMBERS ARE DESIGNED IN ACCORDANCE WITH ANSI/AISI S100 OR THE CAN/CSA S136 “SPECIFICATIONS FOR THE DESIGN OF COLD FORMED STEEL STRUCTURAL MEMBERS”, AS REQUIRED BY THE SPECIFIED BUILDING CODE.
4) ALL WELDING OF COLD FORMED STEEL IS BASED ON AWS D1.3 “STRUCTURAL
WELDING CODE – SHEET STEEL” OR CAN/CSA W59 “WELDED STEEL CONSTRUCTION (METAL ARC WELDING)”, AS REQUIRED BY THE SPECIFIED BUILDING CODE.
6) IF JOISTS ARE INCLUDED WITH THIS PROJECT, THEY ARE SUPPLIED AS A PART OF THE SYSTEMS ENGINEERED METAL BUILDING AND ARE FABRICATED IN ACCORDANCE
WITH THE REQUIREMENTS OF SECTION 1926.758 OF OSHA SAFETY STANDARDS FOR STEEL ERECTION, DATED JANUARY 18, 2001.
7.GLOSSARY OF ABBREVIATIONS :
THE DRAWINGS AND THE METAL BUILDING THEY REPRESENT ARE THE PRODUCT OF THE
METAL BUILDING MANUFACTURER. THE REGISTERED PROFESSIONAL ENGINEER’S SEALPERTAINS ONLY TO THE REQUIREMENTS LISTED HEREIN FOR THE MATERIALS DESIGNED AND
SUPPLIED BY THE METAL BUILDING MANUFACTURER. THE REGISTERED PROFESSIONAL
ENGINEER WHOSE SEAL APPEARS ON THESE DRAWINGS IS EMPLOYED OR ENGAGED BY THEMETAL BUILDING MANUFACTURER AND DOES NOT SERVE AS OR REPRESENT THE PROJECT
ENGINEER OF RECORD AND SHALL NOT BE CONSTRUED AS SUCH.
5) ALL NUCOR BUILDING GROUP FACILITIES ARE IAS AC-472 ACCREDITED FOR DESIGN AND
FABRICATION OF METAL BUILDING SYSTEMS. FOR PROJECTS IN CANADA, DESIGN AND FABRICATION ARE DONE ONLY IN FACILITIES THAT ARE ALSO CAN/CSA A660 AND W47.1 CERTIFIED.
7) COLUMN BASE PLATES ARE DESIGNED NOT TO EXCEED THE ALLOWABLE BEARING
STRESS OF CONCRETE THAT HAS A MINIMUM COMPRESSIVE STRENGTH OF 3000 P.S.I.
AT 28 DAYS.
MATERIALS ASTM DESCRIPTION
APS = A-PANEL FOR THE SOFFITAPL = A-PANEL FOR THE LINER
A.R. = ANCHOR RODSAPW = A-PANEL FOR THE WALL
BS = BOTH SIDESB.U. = BUILT-UPCFR = CONCEALED FASTENED ROOF PANELDIA = DIAMETERFLG = FLANGE
F.S = FAR SIDEGA. = GAUGEH.S.B. = HIGH STRENGTH BOLTSHT. = HEIGHTLLV = LONG LEG VERTICALLSN = LOC SEAM NON-SWAGED ROOF PANELSLSS = LOC SEAM SWAGED ROOF PANELS
M.B. = MACHINE BOLTS
MBS = METAL BUILDING SUPPLIERMIN = MINIMUMN/A = NOT APPLICABLENIC = NOT IN CONTRACTN.S. = NEAR SIDEO.A.L. = OVERALL LENGTHO.C. = ON CENTERPL = PLATEREQ’D = REQUIRED
REV. = REVISIONRPL = R-PANEL FOR THE LINER
RPS = R-PANEL FOR THE SOFFITRPR = R-PANEL FOR THE ROOF
RRS = REVERSE R-PANEL FOR THE SOFFITRRL = REVERSE R-PANEL FOR THE LINERRPW = R-PANEL FOR THE WALL
RRW = REVERSE R-PANEL FOR THE WALLSL = STEEL LINE
SLV = SHORT LEG VERTICAL
SS2 = STANDING SEAM II ROOF PANELSS3 = STANDING SEAM 360 ROOF PANEL
U.N.O. = UNLESS NOTED OTHERWISEMAX = MAXIMUM
SIM = SIMILAR
TBD = TO BE DETERMINEDTYP = TYPICAL
?? = PART MARK TO BE DETERMINED AND WILL BE UPDATED ON CONSTRUCTION DRAWINGS
60x175 SHOP
DOWNSPOUTS. COLOR: N/A
(7) 3070 PREASSEMBLED WALKDOOR(S). COLOR: WHITE
BUILDING LINE TRIM COLOR: REGAL WHITE
SOFFIT PANEL. TYPE: REVERSE R-PANEL, 26 GAGE, FINISH: REGAL WHITE
SOFFIT PANEL. TYPE: REVERSE R-PANEL, 26 GAGE, FINISH: REGAL WHITE
FRAMED OPENING TRIM COLOR: REGAL WHITE
TYPE: R-PANEL, 26 GAGE, FINISH: GALVALUME
PROJECTION: 3'-0"
PRIMARY AND SECONDARY STEEL PRIMER COLOR
SOFFIT PANEL. TYPE: REVERSE R-PANEL, 26 GAGE, FINISH: REGAL WHITE
ROOF PANEL CLIP TYPE: N/A
RAKE EXTENSION
GRAY
BUILDING LINE TRIM COLOR: REGAL WHITE
THERMAL BLOCKS: NO EPS FOAM SPACERS: NO
BUILDING LINE TRIM COLOR: REGAL WHITE
ROOF SHEETING
TYPE: R-PANEL, 26 GAGE, FINISH: GALVALUME
ROOF LINE TRIM. COLOR: REGAL WHITE
TYPE: R-PANEL, 26 GAGE, FINISH: GALVALUME
TYPE: R-PANEL, 26 GAGE, FINISH: GALVALUME
PROJECTION: 3'-0"
WALL SHEETING
PROJECTION: 3'-0"
ROOF PANEL CLIP TYPE: N/A
RAKE EXTENSION
TYPE: R-PANEL, 26 GAGE, FINISH: BRITE RED
EAVE EXTENSION
ROOF INSULATION(NOT BY NBS). THICKNESS: R-11 (3 3/4")
CRANE. (SEE CRANE PLAN FOR ADDITIONAL INFORMATION)
PRIMARY AND SECONDARY STEEL PRIMER COLOR
GRAY
ROOF SHEETING
LEAN-TO
SOFFIT PANEL. TYPE: REVERSE R-PANEL, 26 GAGE, FINISH: REGAL WHITE
TYPE: R-PANEL, 26 GAGE, FINISH: GALVALUME
THERMAL BLOCKS: NO EPS FOAM SPACERS: NO
BUILDING LINE TRIM COLOR: REGAL WHITE
WALL CORNER TRIM. COLOR: REGAL WHITE
ROOF LINE TRIM. COLOR: REGAL WHITE
TYPE: R-PANEL, 26 GAGE, FINISH: GALVALUME
WALL BASE TRIM. COLOR: REGAL WHITE
WALL SHEETING
PROJECTION: 3'-0"
WALL INSULATION(NOT BY NBS). THICKNESS: R-30 (9 1/4")
TYPE: R-PANEL, 26 GAGE, FINISH: BRITE RED
EAVE EXTENSIONBUILDING OPTIONS
ROOF INSULATION(NOT BY NBS). THICKNESS: R-11 (3 3/4")
DOWNSPOUTS. COLOR: N/A
WALL CORNER TRIM. COLOR: REGAL WHITE
WALL BASE TRIM. COLOR: REGAL WHITE
FRAMED OPENING TRIM COLOR: REGAL WHITE
WALL INSULATION(NOT BY NBS). THICKNESS: R-30 (9 1/4")
07/27/2023
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2'-0"
7'-6"
110.0
THE METAL BUILDING MANUFACTURER'S WALL PANELS ABOVE THE TOP OF THE
MASONRY/CONCRETE WALLS MUST BE ATTACHED TO THE WALLS WITH A SPACING AS SHOWN. THE
MASONRY/CONCRETE WALLS, AS WELL AS THE FASTENERS ATTACHING THE METAL BUILDING
MANUFACTURER'S WALL PANELS TO THE MASONRY/CONCRETE WALLS ARE DESIGNED AND
PROVIDED BY OTHERS (NOT BY THE METAL BUILDING MANUFACTURER). THE MASONRY/CONCRETE
WALL IS SELF-SUPPORTING AND MUST BE DESIGNED TO SUPPORT THE LOADS AS SHOWN.
BASE ANGLE SHOWN
FOR REFERENCE.
ACTUAL MEMBER
TYPE AT THE TOP OF
THE WALL MAY VARY.
MBS WALL PANEL LOADS SELF-SUPPORTED
WALL BY OTHERS
(TOP OF SELF-
SUPPORTED WALL)
(FIRST GIRT ELEV.
ABOVE WALL)
PRESSURE OR SUCTION
DUE TO WALL PANEL
ONLY
(PLF)
FASTEN AT 3'-0" O.C.
(FASTENERS NOT BY MBS)
SELF-SUPPORTED WALL BY
OTHERS
MBS COLUMN
MBS ZEE GIRT
MBS GIRT CLIP
WALL PANEL
BASE TRIM NOT
SHOWN
ST
D
N
B
G
GI
R
T
S
P
A
C
I
N
G
STEEL LINE AND
OUTSIDE FACE OF WALL
8'-0"
13'-6"
110.0
THE METAL BUILDING MANUFACTURER'S WALL PANELS ABOVE THE TOP OF THE
MASONRY/CONCRETE WALLS MUST BE ATTACHED TO THE WALLS WITH A SPACING AS SHOWN. THE
MASONRY/CONCRETE WALLS, AS WELL AS THE FASTENERS ATTACHING THE METAL BUILDING
MANUFACTURER'S WALL PANELS TO THE MASONRY/CONCRETE WALLS ARE DESIGNED AND
PROVIDED BY OTHERS (NOT BY THE METAL BUILDING MANUFACTURER). THE MASONRY/CONCRETE
WALL IS SELF-SUPPORTING AND MUST BE DESIGNED TO SUPPORT THE LOADS AS SHOWN.
BASE ANGLE SHOWN
FOR REFERENCE.
ACTUAL MEMBER
TYPE AT THE TOP OF
THE WALL MAY VARY.
MBS WALL PANEL LOADS SELF-SUPPORTED
WALL BY OTHERS
(TOP OF SELF-
SUPPORTED WALL)
(FIRST GIRT ELEV.
ABOVE WALL)
PRESSURE OR SUCTION
DUE TO WALL PANEL
ONLY
(PLF)
FASTEN AT 3'-0" O.C.
(FASTENERS NOT BY MBS)
SELF-SUPPORTED WALL BY
OTHERS
MBS COLUMN
MBS ZEE GIRT
MBS GIRT CLIP
WALL PANEL
BASE TRIM NOT
SHOWN
ST
D
N
B
G
GI
R
T
S
P
A
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I
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G
STEEL LINE AND
OUTSIDE FACE OF WALL
+/- 0.18
Ground Snow Load:
***Design wind pressures to be used for wall exterior component and cladding materials not provided by Nucor Building Systems.
*Primary Structural Not Included
distributed. When suspended sprinkler systems, lighting, HVAC equipment,
Project Notes:
loading conditions is determined per the specified building code.
0.114 the contract specified roof snow load, whichever is greater. This value, Pm, is only
3) **Pm is based on the minimum roof snow load calculated per building code or
20.00
1.00
the more critical effect of roof live load or roof snow load, as determined by the
II - Standard Buildings
3.00
2) The design of structural members supporting gravity loads is controlled by
these concentrated loads exceed 500 pounds (using the web mount detail) or
applied in combination with the dead and collateral loads. Roof snow in other
35.00
Snow Cs
applicable code.
20.00
significantly more than others.1.00
200 lbs (using the flange mount detail), or if individual members are loaded
Roof Dead (PSF)*ceilings, etc., are suspended from roof members, consult the M.B.S. If
1) Collateral dead loads, unless otherwise noted, are assumed to be uniformly
4.72
(115)/ (89)
3.25
Enclosed
1.00
3.00
4.00
Lean-to
32.35
0.114
3.25
+/- 0.18
Enclosed
35.00
1.00
3.00
3.00
3.50
60x175 Shop
Base Shear (KIPS)
Seismic Cs
Seismic R
GCpi
Wind Enclosure
Roof Snow **Pm (PSF)
Roof Snow Ps (PSF)
Snow Ct
Secondary Collateral (PSF)
Primary Collateral (PSF)
Name
NoUL90:
CExposure:
(31) / (-41)***C & C Pressures (PSF):
Wind (MPH): (Vult) / (Vasd)
Ord. Moment FrameOrd. Concentrically Braced FrameBasic SFRS:
Equivalent Lateral Force ProcedureAnalysis Procedure:
DSeismic Design Category:
1.00Seismic Imp. Factor Ie:
DSite Class:
(0.371) / (0.219)Seismic Sds/Sd1:
Ss: 0.370 S1: 0.142Seismic Information:
1.00Snow Importance Factor, Is:
1.00Snow Exposure Factor, Ce:
50.00 PSF
REDUCIBLE PER CODE
20.00 PSFRoof Live Load:
MBMA Occupancy Class:
IBC 2018Design Code:
Building Loads:
Rainfall Intensity:4.00
obtained from the metal building manufacturer.provided by the metal building manufacturer shall be designed and detailed by others to accommodate the seismic story drifts.Seismic drift values may be
ceilings and exterior wall systems have been designed to accommodate the seismic story drifts. Interior walls, partitions, ceilings or exterior wall systems not
For Occupancy (Risk) Category I or II, IBC provisions indicate that single-story buildings shall have 'no drift limit' provided that interior walls, partitions,
and possible building reinforcement.
designed for any additional moment or catenary forces from the door. Any change to the information shown here will require an engineering investigation
Framed openings have been designed to support wind load normal to the wall based on the standard building code criteria. Framed openings have not been
07/27/2023
CRANE PLAN GENERAL NOTESCP1: "*" INDICATES TAGGED END OF BEAM.
CP2: FOR CRANE DETAILS REFERENCE AH____ DETAILS.
GN1: REQUIRED DETAILS ARE NOT ALWAYS CALLED OUT ON THE PLAN/ELEVATION. ALL DETAILS AND INFO ON THE D & SD PAGES SHOULD BE REVIEWED PRIOR TO INSTALLATION.
E7
FO
R
C
O
N
S
T
R
U
C
T
I
O
N
CR
A
N
E
P
L
A
N
(4
3
5
)
9
1
9
-
3
1
0
0
(4
3
5
)
9
1
9
-
3
1
0
1
FA
X
:
PH
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:
07
/
2
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2
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3
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0
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S
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0
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B
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2
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B B
1
1
8
8
A A
7
7
9
9
10
10
4
4
3
3
6
6
C CCC
CT
R
T
O
C
T
R
O
F
R
A
I
L
FUTURE CRANE SYSTEMS.
BUILDING AND DOES NOT APPLY TOCRANE SYSTEMS SUPPLIED WITH THIS
UNSTABLE. THIS APPLIES ONLY TO
BRACES INSTALLED, THE BUILDING IS
CRANE SYSTEM AND THE CBA- ANGLE
SYSTEM FOR STABILITY. WITHOUT THE
THE BUILDING RELIES ON THE CRANE
AT THE TIME OF BUILDING ERECTION.
AND ATTACHED TO THE CRANE SYSTEMINSTALLED ON THE FRAME COLUMNS
THE CBA- ANGLE BRACES MUST BE
REQUIREMENTS.4) SEE RAIL TO RUNWAY BEAM CONNECTION DETAILS FOR HOOK BOLT OR SLIDING CLAMP
REQUIREMENTS.
SAFE, OPERATING CONDITION. REFER TO CMAA OR AISC GUIDELINES FOR PERIODIC MAINTENANCE
REQUIRED BY BUILDER OR THE BUILDING OWNER TO ENSURE THAT THE CRANE SYSTEM REMAINS IN
MAINTENANCE INCLUDING BUT NOT LIMITED TO, TIGHTENING OF BOLTS AND NUTS MUST BE DONE AS
3) PERIODIC MAINTENANCE IS REQUIRED. DUE TO THE NATURE OF THE CRANE SYSTEM,
THE CRANE. REFER TO CMAA OR AISC GUIDELINES FOR FURTHER INSTALLATION REQUIREMENTS.OPPOSITE RUNWAY BEAMS FOR THE CRANE AISLE ARE STAGGERED WITH RESPECT TO THE WHEEL BASE OF
2) FOR TOP RUNNING CRANE SYSTEMS, CRANE RAIL SPLICES MUST BE ARRANGED SO THAT JOINTS ON
TRADES ASSOCIATED WITH THE BUILDING SYSTEM.
THE BUYER SHALL BE RESPONSIBLE FOR COORDINATING THESE DIMENSIONAL REQUIREMENTS WITH OTHER
CLEARANCE DIMENSIONS FOR PROPER ELEVATIONS RELATIVE TO THE CRANE SYSTEMS HAVE BEEN SHOWN.
AND ARE REQUIRED AS SHOWN IN THE SECTIONS AND AS NOTED IN THESE GENERAL NOTES. NECESSARY
1) COORDINATION OF OTHER TRADES: SUPPORTS AND BRACING FOR THE CRANE SYSTEM SHALL BE PROVIDED
CBA-2 RCB-13
RCB-1
CBA-2
RCB-3CBA-1
10
-
T
O
N
T
R
S
G
30
'
-
0
RCB-8
CBW-2
RCB-2
AH1130
RCB-4
AH1101
CBA-2
CBA-1
CBW-2
CBW-2
CBW-2
CBW-2 CBW-1
RCB-11
CBW-1
CBW-1
CBW-2 CBW-2 CBW-2
CBW-1CBW-2CBW-2
RCB-6
RCB-9
ECW-1
RCB-17
52
'
-
0
CBA-1 CBA-1
175'-0
CBA-2
10
-
T
O
N
T
R
S
G
175'-0
CBA-1 CBA-1CBA-1 RCB-12RCB-3
CBA-2 CBA-2 CBA-2 CBA-2
CBA-1
RCB-5 RCB-7
ECW-2
RCB-10 RCB-14
25'-025'-025'-0
AH0160
AH1110
30
'
-
0
30
'
-
0
60
'
-
0
30
'
-
0
60
'
-
0
25'-025'-025'-025'-0
07/27/2023