HomeMy WebLinkAboutAnchor Bolt Plan - BLD Plot / Site Plans - 2/27/2004 ANCHOR BOLT SCHED
OTY DIAMETER P�RO2
BACK SIDEWALL
T I
60'-3"
OUT TO OUT CONCRETE
1 , 20'-0" 20'-0" 20'-0" t "
0o X-BRACES THIS BAY oo
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60'-0"
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FRONT SIDEWALL
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ANCHOR BOLT & DETAIL SCHEDULE ANCHOR BOLT PLAN J" ins
ORES
0
= ANCHOR BOLT DETAIL FINISHED FLOOR ELEVATION = 100'0" ATY BUILDING SYSTEMS Q -QS
= ANCHOR BOLT SIZE F-c
BASE PLATE ELEVATION = 100'0" UNLESS OTHERWISE NOTED JOB#: 04-3940 BY:SB DATE: 02 /04 SHEET
ARNnI n .IAMFS rk- nATF- Al nF 4
DESIGN CRITERIA NOTES: (APPLIES TO ALL ELEVATIONS) DRAWING INDEX
CS-1 Drawings Cover Sheet
1. DO NOT CUT, REMOVE OR RELOCATE GIRTS OR X-BRACING. NO ADDITIONAL OPENINGS Al Anchor Bolt Plan
THIS BUILDING HAS BEEN DESIGNED AS STANDARD FOR THE FOLLOWING SPECIFICATIONS: ALLOWED WITHOUT WRITTEN APPROVAL FROM THE STEEL BUILDING MANUFACTURER.
2. HARDWARE SUCH AS WINDOWS, OVERHEAD DOORS, AND ASSOCIATED ATTACHMENTS A2-A4 Anchor Bolt Details & Notes
- UBC 97 THAT ARE SUPPLIED BY OTHERS MUST HAVE THE SAME LEVEL OF WIND RESISTANCE
1. BUILDINGS CODES - BOCA 96 97 AS WALL PANELS. E1 Building Cross Section
- IBC 3. WORKERS SHALL NOT HAVE THEIR WEIGHT ON FRAMES OR INDIVIDUAL COLUMNS E2 Roof Framing Plan
- SBC 97 UNTIL THEY HAVE BEEN SECURED WITH GIRTS AND CROSS BRACING.
E3 Sidewall Framing
2. (R.S.L. = LIVE LOAD) OF UP TO 30 PSF E4 Endwall Framing
3. WIND SPEED OF UP TO 90 MPH E5 Roof Sheeting Plan
4. EXPOSURE "C"
5. SEISMIC: (WHERE APPLIES) E5, E6 Sidewoll Sheeting Plan
FOR (UBC 97); UP TO SEISMIC 4 E6 Endwoll Sheeting Plan
= .
FOR (BOCA 96 & SBC 97); SEISMIC COEFFICIENT -{Av 4
Aa = .4
FOR (IBC 2000) Ss=160.00, S1= 50.00 These Drawings are for
XConstruction
❑ Not for Construction
GENERAL NOTES: (CONCRETE AND ANCHOR BOLT PLAN) ❑ Permit Only
1. ANCHOR BOLTS AND OTHER EMBEDDED ITEMS ARE NOT BY ATY BUILDING SYSTEMS INC. ❑ Approval
2. FOUNDATION DESIGN AND ANY OTHER CONCRETE DESIGN WORK IS NOT BY ❑ Other
ATY BUILDING SYSTEMS' INC. (CONSULT A LOCAL ENGINEER FOR THE DESIGN OF THE
FOUNDATION AND OTHER CONCRETE WORK).
3. BASE PLATES ARE DESIGNED ASSUMING THAT CONCRETE HAS A MINIMUM
STRENGTH OF 2500psi AT 28 DAYS.
MATERIAL SPECIFICATIONS
1. ALL FLANGE MATERIAL FY IS 50 KSI. Special attention should be given in
2. ALL WEB MATERIAL FY IS 50 KSI. approving dimensions and/or details.
3. ALL BASE & SPLICE PLATE MATERIAL FY IS 50 KSI. Please verify requested dimensions by
4. ALL HOT ROLLED MILL SHAPE FY IS 50 KSI. indicating 'OK'.
5. ALL COLD-FORMED MATERIAL FY IS MIN. 55 KSI.
DRAWINGS COVER SHEET
G. Sq
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ARNOLD JAM
4y REVISIONS
ai. NO. DATE WA
BELFAIR,
�p REGIS'I�
ATY--B-U I (ST E-M S-44C.
7076 S. Alton Way Unit #G 1
5'2�05 Englewood, CO 80112
EXPIRES'
DATE: JOB NO SHT. NO:
02/27/04 04-3940 CS- 1
BUILDING COLORS:
WALL: 10-YR ASH GRAY 26 GA
TRIM: POLAR WHITE 26 GA
ROOF- GALVALUME 26 GA
0
a
L
0
SSRC271 ERECTION REQUIREMENTS
___ ___ ___ ___ ___ -__
BEGIN SHEETING STARTING
CENTERLINE OF HI-RIB
AT STEEL LINE.
20 RIDGE CAPS AT PEAK.
FOR SCREW PATTERNS SEE D PAGES
0
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cn w
0
ROOF SHEETING PLAN
(3)ET-701
N N N
3 3 3 3
N (N to (N
ERECTION REQUIREMENTS
HT-101(12) BEGIN SHEETING STARTING
CENTERLINE OF HI-RIB
AT STEEL LINE.
i i i i i 7 i i i i i i 'i i i FOR TRIM DETAILS SEE D PAGES
3 0 0 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3
Ln Lo V) L' Ln Ln Ln N N N N Ln N N N FOR SCREW PATTERNS SEE D PAGES
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ELEVATION AT COLUMN LINE
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EX IREs 5 ATY ( BUILDING zns
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IT7r JOB#: 04-3940 BY: SB DATE: 02/27/04 SHEET
ARNOLD JAMES CK: DATE: E5 OF 6
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- D C B A f ~1A B C D t'—
. 40'-0- OUT/OUT STEEL 40'-0- OUT/OUT STEEL
ELEVATION AT FRAME LINE 1 ELEVATION AT FRAME LINE 4
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ERECTION REQUIREMENTS S., .�= --,,,
FOR ENDWALL DETAILS AND ERECTION REQUIREMENTS 91
BOLT REQUIREMENTS SEE D PAGES FOR ENDWALL DETAILS AND
BOLT REQUIREMENTS SEE D PAGES - �;A
FOR O.H. F.O. DETAILS SEE D PAGES
470
;R7& 5-25-05
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JOB#: 04-3940 BY: SB DATE: 02/2L SHEET
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ERECTION RE UIREMENTS
� G1 I I G2 G3 �/� G4
FOR CABLE BRACING
BA-1 // DETAILS SEE D PAGES
FOR FRAMING DETAILS SEE D PAGES
CC3 ] C C1 Cl CC1
FOR F.O. DETAILS SEE D PAGES
GIRT LAP = 2'-3 1/2"
3'-8" 12'-O" 4'-0"
4" 19'-8" 20'-0" 19'-B" 4"
1 2 3 4
f� 60'-0- OUT/OUT STEEL
ELEVATION AT COLUMN LINE A
ES3 ES2 ES4
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/ FB2 FB2
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ERECTION REQUIREMENTS
G4 G3 G4 FOR CABLE BRACING
BA-1 \N, DETAILS SEE D PAGES
FOR FRAMING DETAILS SEE D PAGES
CC2 Cl Ct CC3 GIRT LAP = 2'-3 1/2"
� 4 0I 19'-8" 1 20'-0' 1t9'—s" I a
G.
WAS 4
- coo 60'-0 OUT/OUT STEEL
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ELEVATION AT COLUMN LINE D
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EXPIRES: 5-25-05
ATY IS S EMS G Q
JOB#: 04-3940 BY: SB DATE: 02/27/04 SHEET
ARNOLD JAMES CK: DATE: E3 OF 6
�-- ES4 ES2 ES3
F. mF m CB1
P1(TYP) F83 \. P2(TYP) / FB3 W W W
P1(TYP)
\ / I ERECTION REQUIREMENTS
Ei F85 \•� FBS FOR CABLE BRACING
cr cr DETAILS SEE D PAGES
W /•/ \ \ w FOR FRAMING DETAILS SEE D PAGES
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PURLIN LAP = 4'-3 1 2'
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1 2 3 T r p� : 4f�j�fA• ��
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ROOF FRAMING PLAN EXPIRES: 5-25-05
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ATYI BUILDING
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JOB#: 04-3940 BY: SB DATE: 02/27/04 SHEET
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12.00 12.00
1.00 1.00
20'-Ol
3'-01 4 44'-0" 4C@4'-0" 3'-08
F64 F64 F84 FB4
FB3 FB3
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8„ 101" VERTICAL CLEARANCE AT LEFT HAUNCH = 13'-9 13- 101" 8`
VERTICAL CLEARANCE AT RIGHT HAUNCH = 13'-9 16" 2
VERTICAL CLEARANCE AT PEAK = 15'-8 4"
G. S44 HORIZONTAL CLEARANCE HAUNCH TO HAUNCH = 35'-11-
C�� �F WASfjj�
F� :• Cep
20'-0" 20'-0"
f c,
r 40'-0" OUT/OUT STEEL
,a 470
o�SSIONAL�
zap CROSS SECTION AT FRAME LINES 2 , 3
E�(PIRES: 5-
25-05
SPLICE BOLT TABLE
SPLICE QTY SIZE TYPE 0
A 4 4" A307 B&N Q
B 8 a"X 2" A325 B&N ATY I BUILDING Q
C 8 4"X 2" A325 B&N SYSTEMS "�.
O 8 4"X 2„ A325 B&N JOB#: 04-3940 BY: SB DATE: 02/27/04 SHEET
3" ARNOLD JAMES I CK: DATE: E1 OF 6
FRAME LINE(S): 2-3
COLUMN HORZ VERT MOMENT
LOAD DESCRIPTION ROW (Kips) (Kips) (K-Ft)
DL A 0.44 1.37 0.00 REACTIONS DUE TO "X' BRACING
DL D -0.44 1.37 0.00
LL A 4.731 12.00 0.001 SIDEWALL LINE A & D
LL D -4.731 12.00 0.00 (DL + WL)
SL A 4.731 12.00 0.00
SL D -4.73 12.00 0.00 4.9 K
WLL A -7.68 -10.46 0.00
WLL D -1.39 -6.21 0.00 10.5 K
WLR A 1.39 -6.21 0.00
WLR D 7.68 -10.46 0.00
WLL1 A -7.25 -5.39 0.00
WLLI D -2.01 -2.19 0.00
WLRI A 2.01 -2.19 0.00
WLR1 D 7.25 -5.39 0.00
WEW A -0.15 -7.91 0.00
WEW D 0.15 -7.91 0.00
SEIL A -0.76 -0.57 0.00
SEIL D -0.76 0.57 0.00 _ti • ��l t
SEIR A 0.76 0.57 0.00
SEIR D 0.76 -0.57 0.00
DL+LL A 5.17 13.37 0.00
DL+LL D -5.17 13.37 0.00
DL+SL A 5.17113.37 0.00i
DL+SL D -5.17 13.37 0.00 J - ,`� '470
DL+WLL A -7.23 -9.10 0.00
DL+WLL D -1.84 -4.84 0.00
DL+WLR A 1.84 -4.84 0.00 r�AL
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DL+WLR D 7.23 -9.10 0.00
DL+WEW A 0.30 -6.55 0.001 EXPIRES: 5-25-05
DL+WEW D -0.30 -6.55 0.00
A TY I S STM'S;7c 0
JOB#: 04-3940 BY: SB DATE: 02/27/04 SHEET
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�) (4) 3/4" 0
(2) 3/4" 0 (2) 3/4" 0 ANCHOR BOLTS
ANCHOR BOLTS ANCHOR BOLTS
•— G N J N I
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SIDEWALL SIDEWALL ��
PERIMETER NOTCH DETAIL ACOt AE13 Asos
OMIT AT DOOR OPENINGS AND AS SHOWN 0
ON ANCHOR BOLT SETTING PLAN BASE: 7" x 0'-8" BASE: 7" x 0'-8" BASE:8" x 10 1/2"
51.
4"
2"
(2) 3/4"0 �t,l G. v 4
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2" ANCHOR BOLTS A� @`ASii
5555
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EXPIRES: 5-25-05
AFOt
BASE: 3 1/2" x 0'-8"
GENERAL NOTES
SOME BOLT DETAILS ARE AS SHOWN AND SOME a
DETAILS MAY BE SHOWN OPPOSITE HAND.
REFER TO PAGE Al FOR ACTUAL BOLT AND ANCHOR BOLT NUT
DETAIL ORIENTATION.
A-307 ANCHOR BOLT SCHEDULE
QUANTITY DIA A B PROJ.
SEE PAGE Al 3/4" 2 1/2" 3" 2 1/2"
SEE PAGE Al 1" 3" 3" 2 1/2"
SEE PAGE Al 1 1/4" 3" 3" 2 3/4"
4 1/2" EXPANSION ANCHOR
A T_Y I BUILDING Q
SYSTEMS u+c.
JOB#: 04-3940 BY: SB DATE: 02/27/04 SHEET
N" ARNnI n .IAMFS I C'K• nATF 1-
SCHEDULE OF ACCESSORIES
NO. REQD DESCRIPTION LOCATION
2 12- 0 X 14- 0 FRAMED OPENING
(3)ET-701 W1 STANDARD TRIM
6 3'-0' x 12'-0* SKYLIGHTS N/A
ERECTION REQUIREMENTS
BEGIN SHEETING STARTING
o CENTERLINE OF HI-RIB
o AT STEEL LINE.
LLJ
cr
o FIELD CUT PANELS AS REO'D
AT FRAMED OPENING(S).
i FOR TRIM DETAILS SEE D PAGES
N FOR SCREW PATTERNS SEE D PAGES
ELEVATION AT COLUMN LINE D
SRECL� RT-101 SRECR SRECI SRECRcc
RT-101 f � RI-101 RT-101
1
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Li w w �- �- w w w w w w
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ELEVATION AT FRAME LINE 1 ELEVATION AT FRAME LINE 4
ERECTION REQUIREMENTS I FERECTION REQUIREMENTS G. S�
BEGIN SHEETING STARTING BEGIN SHEETING STARTING ��+ �p�WAS,j,'
CENTERLINE OF HI-RIB CENTERLINE OF HI-RIB
AT STEEL LINE. AT STEEL LINE. a
FOR TRIM DETAILS SEE D PAGES FIELD CUT PANELS AS REO'D • �...,,.•
AT FRAMED OPENING(S).
FOR SCREW PATTERNS SEE D PAGES
FOR TRIM DETAILS SEE DPAGES -; _-'470
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FOR SCREW PATTERNS SEE D PAGES 2, �1��
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D
Er:piR E S 5-25-OS
0
ATYI SSYS EMS Q
N" JOB#: 04-3940 BY: SB DATE: 02/27/04 SHEET
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