HomeMy WebLinkAbout30Base Plate
Size Location
9 x 13 x 0.375 2-R
8 x 13 x 0.375 2-A
3-R
4-R
4-A
5-R
5-A
10 x 13 x 0.375 2-P
2-C
4-J
5-J
12 x 13 x 0.500 2-L
11 x 13 x 0.500 2-F
8 x 13 x 0.500 3-A
12 x 13 x 0:625 3-1
10 x 1B x 0:625 3-M
10 x 15 x 1.000 3-E
8 x 10 x 0.375 6-Q
6-N
6-K
6-G
6-D
6-B
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9'-6l/2" 10'-8" 9'-10 1/2"-4
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29'-6" 30'-1"
123'-0" 1 —
9'-4 1/2" 10'-8" 31'-2"
W's
6 3'-10 3/4" .
"GEST •. •�� �
ANCHOR BOLT PLAN
_
4 2'-8 1/8"T4`'
3 31-11 3/8" 19
2 1'-011 i TATE OF
1 21-211
�'� �•'•.• D f ANP • ir,C
❑Dimension Key ONAL��
Finished Floor Elevation = 100'-0" (Unless Noted Otherwise)
1. CONCRETE, GROUT, ANCHOR BOLTS, AND ANY OTHER EMBEDDED ITEMS ARE THE VP ENGINEER'S SEAL APPLIES Building Code: 97UBC THIS DRAWING, INCLUDING THE INFORMATION HERE N,
TO BE FURNISHED BY OTHERS ONLY TO THE WORK PRODUCT OF REMAINS THE PROPERTY OF VP BUILDINGS. VP Buildings, Inc.
VP AND DESIGN AND PERFORMANCE Live Load: (Not Reducible) 20.00 psf IT IS PROVIDED SOLELY FOR ERECTING THE BUILDIN g
2. ANCHOR BOLT DIAMETERS WERE DETERMINED BY ALLOWABLE SHEAR AND TENSION REQUIREMENTS SPECIFIED BY VP. Coll. Load:Gravity 5.00, Uplift 0.00 psf DESCRIBED IN THE APPLICABLE PURCHASE ORDER ND 3200PIayersClubCircle Memphis TN 38125 ANCHOR BOLT PLAN
PER AISC SPECIFICATIONS (FY = 36 KSI). ANCHOR BOLT LENGTH, EFFECTS THE VP ENGINEER'> SEAL DOES Wind Speed: 71.00 mph SHALL NOT BE MODIFIED, REPRODUCED OR USEDF R
ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN BUILDER
OF EMBEDDED ANCHOR BOLT EDGE DIMENSIONS AND METHOD OF TRANSFERRING NOT APPLY TO THE PERFORMANCE Wind Exposure: B APPROVAL OF VP BUILDINGS. REV DATE By DESCRIPTION
FORCES FROM ANCHOR BOLTS TO FOOTINGS ARE TO BE DETERMINED BY OTHERS. OR DESIGN OF ASystems Builders, Inc.NY OTHER PRODUCT Ground Snow: 20.00 , Roof Snow: 20.00 psf THE GENERAL CONTRACTOR AND/OR ERECTOR ISS LELY cusroMER
3. DESIGN LOADS AND REACTIONS ARE FURNISHED ON OTHER DOCUMENTS. OR COMPONENT FURNISHED BY VP Snow Exposure Category: 3 Capitol Construction
4. FOUNDATION MUST BE LEVEL, SQUARE AND SMOOTH. ANCHOR BOLTS MUST BE EXCEPT TO ANY DESIGN OR PER- P g y RESPONSIBLE FOR ACCURATE, GOOD QUALITY WOR MANSHI
FORMANCE REQUIREMENTS Seismic: Zone 1 IN ERECTING THIS BUILDING IN CONFORMANCE WIT THIS LOCATION
ACCURATELY PLACED AS SHOWN ON THIS DRAWING OR STEEL WILL NOT FIT. Building Use:Standard occupancies DRAWING, DETAILS REFERENCED IN THIS DRAWING, Indianapolis, Indiana
SPECIFIED BY VP. P ALLAPPLICABLEVPERECTION GUIDE$, PROJECT
AND INDUSTRY STANDARDS PERTAINING TOPROPE OH0111248-OlOE1
ERECTION, INCLUDING THE CORRECT USE OF TEMP RARY BUILDERS POq
BRACING. NTS
10/2/2001 9:28:15 FILENAME: OH0111248-OlOEl.vpc
fit -13
IO/ilp,
OH0111248-01
DATE
10/2/2001
P BUILDINGS DRAWN/CHECK
VARCO-PRUDEN GJS GJS
VPC VERSION:PAGE
2.6 AB -1 —
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29'-6" 30'-1"
123'-0" 1 —
9'-4 1/2" 10'-8" 31'-2"
W's
6 3'-10 3/4" .
"GEST •. •�� �
ANCHOR BOLT PLAN
_
4 2'-8 1/8"T4`'
3 31-11 3/8" 19
2 1'-011 i TATE OF
1 21-211
�'� �•'•.• D f ANP • ir,C
❑Dimension Key ONAL��
Finished Floor Elevation = 100'-0" (Unless Noted Otherwise)
1. CONCRETE, GROUT, ANCHOR BOLTS, AND ANY OTHER EMBEDDED ITEMS ARE THE VP ENGINEER'S SEAL APPLIES Building Code: 97UBC THIS DRAWING, INCLUDING THE INFORMATION HERE N,
TO BE FURNISHED BY OTHERS ONLY TO THE WORK PRODUCT OF REMAINS THE PROPERTY OF VP BUILDINGS. VP Buildings, Inc.
VP AND DESIGN AND PERFORMANCE Live Load: (Not Reducible) 20.00 psf IT IS PROVIDED SOLELY FOR ERECTING THE BUILDIN g
2. ANCHOR BOLT DIAMETERS WERE DETERMINED BY ALLOWABLE SHEAR AND TENSION REQUIREMENTS SPECIFIED BY VP. Coll. Load:Gravity 5.00, Uplift 0.00 psf DESCRIBED IN THE APPLICABLE PURCHASE ORDER ND 3200PIayersClubCircle Memphis TN 38125 ANCHOR BOLT PLAN
PER AISC SPECIFICATIONS (FY = 36 KSI). ANCHOR BOLT LENGTH, EFFECTS THE VP ENGINEER'> SEAL DOES Wind Speed: 71.00 mph SHALL NOT BE MODIFIED, REPRODUCED OR USEDF R
ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN BUILDER
OF EMBEDDED ANCHOR BOLT EDGE DIMENSIONS AND METHOD OF TRANSFERRING NOT APPLY TO THE PERFORMANCE Wind Exposure: B APPROVAL OF VP BUILDINGS. REV DATE By DESCRIPTION
FORCES FROM ANCHOR BOLTS TO FOOTINGS ARE TO BE DETERMINED BY OTHERS. OR DESIGN OF ASystems Builders, Inc.NY OTHER PRODUCT Ground Snow: 20.00 , Roof Snow: 20.00 psf THE GENERAL CONTRACTOR AND/OR ERECTOR ISS LELY cusroMER
3. DESIGN LOADS AND REACTIONS ARE FURNISHED ON OTHER DOCUMENTS. OR COMPONENT FURNISHED BY VP Snow Exposure Category: 3 Capitol Construction
4. FOUNDATION MUST BE LEVEL, SQUARE AND SMOOTH. ANCHOR BOLTS MUST BE EXCEPT TO ANY DESIGN OR PER- P g y RESPONSIBLE FOR ACCURATE, GOOD QUALITY WOR MANSHI
FORMANCE REQUIREMENTS Seismic: Zone 1 IN ERECTING THIS BUILDING IN CONFORMANCE WIT THIS LOCATION
ACCURATELY PLACED AS SHOWN ON THIS DRAWING OR STEEL WILL NOT FIT. Building Use:Standard occupancies DRAWING, DETAILS REFERENCED IN THIS DRAWING, Indianapolis, Indiana
SPECIFIED BY VP. P ALLAPPLICABLEVPERECTION GUIDE$, PROJECT
AND INDUSTRY STANDARDS PERTAINING TOPROPE OH0111248-OlOE1
ERECTION, INCLUDING THE CORRECT USE OF TEMP RARY BUILDERS POq
BRACING. NTS
10/2/2001 9:28:15 FILENAME: OH0111248-OlOEl.vpc
fit -13
IO/ilp,
OH0111248-01
DATE
10/2/2001
P BUILDINGS DRAWN/CHECK
VARCO-PRUDEN GJS GJS
VPC VERSION:PAGE
2.6 AB -1 —