HomeMy WebLinkAboutANCHORING SPECIFICATIONSEAVE -5TfRUT
7�
(2) Screws Betwe�
Member And T-3
(1) 6crew Betweer
other Members.
And (1) 5crft At
Member Location"
BASE
9
0
0
(M<-C;TOI) GENERAL 5�4EETIING NOTE&
I I ---- TM-- OT, 1) PANEL MODULE: TILEIRE 119 A F�LLLS OR MINUS TOLEFENCE MILT IWO T44E '1IF:5fR1111 P'40�
"FBR" WALL PANEL FAFENEIR LAYOUT
ROOF,5�41EETING
FURLIN
TAPE 6EALER
5CREU)5 Q 12" 0,C.
RAKE ANGLE (X4x2xI6GA.)
RAKE TRIM
5C:REW5 O'C'
OUT51DE CLOSURE
2"'xl" M. 50LTS
END RAF -TER
(6HAPE VARIE15)
ENDWALL SHEETIW3
5titch 5crau5 At 12"Ox]4" A325 501-T5
20" On Center
ENDWALL C:01-UMN
5teel Line, r (51-14FE vARIE5)
I
SECTION f;R4<E
(Q LIGHT ENDUJ4LL)
Panel Corner Trim
(MK-CT01)
OUT51DE CORNER DETAL
FANEL
tM=AC4II=4= AINJI17� "AC;We -
==hrV-f -TL-= All eWr� F�A-Clr-:
ANG-�LE To C
.J�EC:< AN[4�1 D11MENSIONIAL GAIN OIR LC
2) FOUNDATIkON MUST BE S=AIRE, LEVEL, AND OF T�
FOIR THE REQUIRED 15LI;�G.
3,P THE 5LZXz-. MUST 5E 1-116=1147T AND PLUM1115 5EFOfRE f
4P ERECTIkON 0REW 115 TO CLEAN ALL 11"LL PANELS
S C F
, EWS FOIR CORNEfR
TRIr1 TO r-1,4TOL-I
STITC-1,4 4ND I"IEMISERR
5CIRELU5 IN WALL GUT
F,4NEL&
Attach To 5ave 6trut Wft�
"PBR" SIDF=UJ,4LL
POP Rivets At Y-0 On Center
Inside Closure
GUTTER 5TRAP-G14-0 0/ 411
Member 5crews
At (o" On Center
POP RIVET5
5titch 5crew5
At 6" On Center
of Panel
Panel Cap Trim
(11<-�(1`02) (*)
7c
Member 5crew6
FA6�N 0 F�AVE 6 RUT
5 6 11
At 12" On Center
q PO RIVE 36 0/
Gutter (MK-EG-- I
51DEW,4LL GIF,
DM5POU I
Eave 6trut
Outside Closure 4 5titch
5crews At 24" On Center
'P5R" WALL PANEL
(OPTIONAL)
5ECTION 'a
E,4 VE
LY C�sUTTEfR 4 D0LLlN5f=10UT)
5GREW5 6121, O.C.
GIRT
'P5R` WALL—'--�
PANEL
eECTION
THRU G�15;,)T
'P5R1' WALL-\
PANEL
(RAMSET Max. 3'- 0 o�d
A
COrIBINATION BASE TRIM:��
AND ANGLE 4WI
bc�Ktw I 'r t'tzb-.
5ECTION THf4pu 15AeE 1) #12 SELF EARILLING 5GREW X 114" LG� WASHER AT MEM5EfP,'5
TiRIM
.NEL
DWALL
,T
2) #14 LAP-TE< SCREW X I LG� `iUJA5"EfR AT 5TITC:H LAI=5
3) #14 SELF TAPPING 5GIREW X 1" LG- AT MEM5ER5 4 5TIT(7,H LAPS
ISSUE IREV. DE6CRIFTION DATE DE5CRIPTICN� ERECTION PLAN
ANAN ALMUGHRAOI
LIC- NO. 54cJiO
f=1 PERMIT 6/21 01,15TOMER: 6T. LUCIE'6 STRUCTURE6
EXP, Feb. 200-1
LOCATION: FT. FiERCEFL
BUYER Nc�:
S
UNITED STRUCTURES CFAMERICA
TAXIWAY 1�)EZELOPMENIT
1512 f5ue�—HON3
UNITED STIRUC.TURE5 Or AMERICA, INC: DRAWING BY IDA CWECK BY
HOUBTON, TX 1103S
�17 W� F)C; I 011110go i
�61� MxAa 1103
JOB 0 SCALE DRAWING 0
1 OF
N.T.5. .3
e
(D
L
CD
(D
G
ANQ40R BOLT 5 a-P-L4N
ol
8
FL
L
-Z
A
w
A >
D- W
o W
F�
LU
06 01
w D 13 n
r
4A
w
7
ID
w
L
lu
L)
lu
E
0
Z r
x
—1 LL
0 '91
al
LXLI
F
6-1110 ANCHOR BOLTS
5,45E TT�FE 11,411
2
4-1`0 ANCHOR BOLTS
15,45E T�'f"E 1511
ENDWALL
STEEL LINE
2- 012 1
4-1" ANC�40R BOLTS
54SE TTFE [CII
I
4-1`0 ANCHOR BOLTS
5,45E T�TFE ''Ell
4-1"0 ANCHOR BOLTS
B,4SE T'�'FE 'IF-''
2-Vo ANCHOR BOLTS
5,45E T�TFE HIGH
ENDLUALL �� I
STEEL LIN
2-Y"o ANCHOR 5OLT5
4-1"o 4INC1,40F, BOLTS
5,45E TrFE 111DII 5,45E TTFE IIHII
GENERAL NOTE�
DIrre Anchor Bolt Dat Ile shown on this drawing obota, the Anchor Bolts
in reference to both the Building Steel Line and the out6lclo of USAA
5UCv3EsTF[2 panel recess Of
OUnIted Structures OF America is responsible for the design of the anchor
bolt to permit the transfer of forces betweew, the loose plate and the
anchor bolt In hear, Oaarino, and tension, out Is not. responsible for the
transfer of anchor bolt Forces to the concrete or the aclequac�4 Of the
anchor bolt In relatloM to the cOmorSt0-
Unless otherwise pr,,Idsd in the Order Documents, United Structures of
America close not design and 16 not ro"'Ponsib"O for the desIgn material,
and construation of 096 fcUndatlOn 01 fOwdatlOn mbsdmsntO. The End
Use Customer should g6ours himself that adequate rrovisforv, or. made
u
In the foundation design for load& imposed bV co wmn reactlono of the
building, other Impo,dd loads, and bearing capacty OF the $oil and
other conditions of the building $ts
It a recommended thAt the anchorage a�d foundation of the bwTIdTrQ
be designed by a "elstaved Professional Engineer exparfemood in the
design of such structwes.
Bottom of all B,68 Flates are at the same elevation, (UNLESS NOTED)
NOTE: SHEAR AN3Lff5 AND/OR ANCWOR
'156 ARE NOT FUW15l BY U.S.A,
LEAN-TO , _MANII
2 4 2
2-Vo ANC�40R 5OLT5
Hill
5,45E T'�-FE
51DEWALL
STEEL LINE
t ..-- v-5
4CHOR BOLTS
!��? 11�11
IFIN_ FLOOR
EL-100'-&
RAMP
(BY OTPERW _rN FLOOR
RAI`
4. . � I
EL-100'-O
-4
2
eECTION '4''
4-l"" ANCHOR BOLTS
5,4eE T�T'FE l[Nl[
5TEEL LINE
T
2
T
REACTION FOR SET - I AT aLs 4 4 5
NO.
LO,4Q CONDITIONS
VI
IHI
I
DEAD LOAD
a
0
2
LIVE LOAD
-11
-2
3
LWF
-6
-4
4
LWS
-1
5
RWP
-2
4e,
RWS
- FT__
4
'i
LEF
-11
-4
//�_FIN. FLOOR
STEEL DL - LL V= 5 K
71 1 L IL
DL + WL V= 11 K
K
&ECTION Q MAX. E.W. COLUMN REACTION AT BEARING FRAME
2 MAIN BLDG� a LINE 1
OPNG. WIDTH STEEL LINE
11-1 DL + LL V= I K
2-12" ANCHOR BOLTS 2_4 4 3 FIN. FLOOR
DL 4 WL V. 'a K
5,45E T�-FE ItFll K
RAMP -IN REACTION AT BEARING FRAME
S
(IF RECIID) MAX. E.W. COLUt
LEA-- 0 LINEE, -3
3
T
4
REACTION FOR 5EI I AT Ls 4 4 5
NO.
LOAD r
IVI jH1
V�2
�-4
HE,
I
DEAD LOAD
15 14
110
2
DEAD + LIVE LOAD
34
21
143
1-21
3
0.&DL�LWF
-3e
-30
1-43
112
4
O,&DL+LW5
-20
-22
-10
5
El
O.e, D
L +RWP
_;?_1
-12
-51
30
(o
0.(oDL+RWS
-8
-5
-2'1
22
_1
0.&DL+LEF
4-1
-21
-E�ro
21
a
i O�& D
-40
-1a
-E�4
15
3 IT
W 6TEEL LINE STEEL LINE 4
L"4 21
wEE ow FIN. FLOOR FIK FLOOR WIND
7l
IWO
al IF 4 1 1 -.44— W
K 1
H= 4.0
4-a4"P ANCHOR BOLTS A�
5,4eE TT'I=E 11511 Hr 11 '**�` M= 51.0
3 5ECTION
— FIXED BASE COLUMN RE4C.
SIDELUALI,
STEEL LIN� a L IN ES 3 A ra
-1 COMBINATION BA15E TRIM K LINE I W
AND Al 0201 `� T
5TEEL LINE N I INE I K
Cn. (RAM5E7 Max. 3'-0 o.c�� 3 -3 LINES D t 7 4
REACTION FOR SET - 2 AT GLs
No.
LOAD CONDITION5
V1
Hl
1 5'
1
DEAD LOAD
12
-1
114
1 --1
2
DEAD � LIVE LOAD
31
113
35
-113
3
0,&[)L+LWfl
-40
-31
-30
Ill
I
4
0.(oDL+LWS
-26
-2ro
-12
&
5
O.ePIDL+RWP
-25
-11
_50
31
(o
O�&DL�RW6
-11
-6
-31
2(o
I
O.&DL�LEP
-33
-14
-313
14
a
O.&DL+REP
-2-1
-11
31
_31
11
ENDWALL FIN. FLOOR WIND
STEE� LINE 2 s LINES D 4 T 3
WIND
A . 4
Ll U2
01-10 (MIN,)
SEC710N V (kips)
&-l" ANCHOR BOLTS
K +VE
�,M (kfp ro
K
Anchor bolt leriethe shown below are For general reference 21 K 110 kips)
and are not to be construed as a standard size. 21K t.AK �41<
Embedment length of bolts will vary based on the
founcl design. it is the responsibility of the customer
2-Vo ANCHOR BOLTS to clatermirs the proper anchor bolt smoscIvirsot langth.
I Ref. Cooneral Note 02 or this drawings.
E345F: TT-f=F=- (if Anchor Bolts are supplied b U.S.A.,
Customer most specify required �smeth to U5A),
4NC�40R BOLT DETAIL pd-ii, SYMI5OL DIA_ QTY, L T FROJ. 165UE Rll:vl
ANAN ALMII,��41RA51
LIC. NO.
EX-P. Fe
UNITED STRUCTURES
le12 Il
HOUSTON, TX
54SIO
), X01
OF AMERICA
1103S
L
T
T
5 LU �4 R
C15Y
4" UP TO V'
(4 ) Q
LASTM - A36 '-NUT
A4
3r.
A301 M.S.
W/ NUT
X V-6`
1 114"
11.
P1
R, I
45
5/a"
a
1.-2..
V
21,
—3.1
AS
3/*
45
-F
1 5
31.
Al
s.,
46
80
T-2`
1 1/4"
2'-4"
4INCHOR BOLTS �5Y OTHERS
Al2
1 1/2"
5 ACED � E A —1— 1 BRACING REACTION
LINES 5 4 Y
D _RIPTIONf ANCHOR BOLT SETTING PLAN
E5r
Elio 5io A CUSTOMER: ST. LUCIE'6 STRUCTURES
LOCATION: FT. PIERCErL
I 5UTER NO.: TAXIWAY DEvELOPMENT
JNITED 5TRUCTURE5 OF AMERICA, INC. RAVING BY DATIEr X BY DA1E
'11�Blor
HOU6TV1,1, MXA5 11035 Joe 0 5CALE DIRAWIN5 16SUE
201-�2-0241 1 3302'B.4 I KT�5. I 11 0 4 1
r-,)c,ofR STOP
(TYF�) ]r,2- 10
LEVELING ANGLE
1'-2[ (12 SPACF5 iSD 3'-C 75'-0 3'-4 (5) 5FACE5 3'-0 15'-0 (5) SPACE6 3'-0 15'-0
150'-o OUT/CUT 0�= �4ANGAR FRAMING
HAND) R41L,,,/�XC�40R BOLT 4 LEVELING 4NGLE L4-�-OUT
DOOR 5TOI=
"B"A=4 1-4
5E(.-,CND f=CU SYNTHE 11 11-2 2
LEVELING X 24 1/5 DOCK 5 DOOR 5U!""IFER
ANGLEE 1'- 2 (CUT l'-O PC IN HALF) g 01-11 3
"TACH TO &TOF
gEsx&X'2 x V-13 01-1 IT 110
DOOR 5TOF`-- W// 1) 12 5CLTS
4, -BOTTOMF�DGE
1H[1/F4
JAL & OF Doc
------------
S�
z 01
L�L
L --,L >
011 RAIL Aax&x (�!I
4 5 (L I - -
ly. w - - , - - - `_3 Ixo
1-2, 2 DOOR FANEL
3 #2 4 L 0> ul� e DOOR STOF
1'-2 1'-2 110
Al (2) 34 ANC 5OLTS
3'- 1 2nd POUR
&TEEL LINE 4-&
L
-70 5 E T I ON
47,
-Nit,
5EC710N
r-ORJ,j rCNCRETE A5 5kCUJN
TO f-ROVIDE 1-ROf-ER ROLLER
CLEARANCE, FINISH CONCRETE
F
-LU5H WITH TOP OF RAIL,
Im
if, "�vmv
E� 12
60T�4 SIDES
F-ILLET WELD
P, Ii.11 W I
WHEEL
w-
ou I tl)t
7
q
TS5X4XV-"
300 FRAIL 6ET L.EvE
5ET LEVEL
FIN4 FLOOR FLOOR
FIN,
E/E4 30*1
RA I L
2`0 4NCL40FR BOLT LEVELINC:� ANGLE 7/
. . . . . . . . ..... - - - - - ....
14111P SCH. 40 PIP &C�4
C>
5LEEVE EM56- 5LEEVE EMI5
DETAIL 11 5 11 /F,4 TS5X4Xj
Lq(2) 2"
LUELDED 5TUD5
T 10 N ED
[DETAIL
IN
7E- LEVELING; 4N(2�LE NOT SHOW
ONT
M
4 1',!,jLW
300 RAIL IM4,11
5EYOND
— — --- — — — — — —
-- — — — — — — — — — — —
'o
N
1 ..... .....
M,
<7
FW t�r6
Il �, �; � 9�, j I , ! i�
I—c"I M11
L
'011,
165UE 1IRIFTION DATE DE5CIRIPTION: ANCHOR BOLT SETTINS PLAN
'CUT
W 4
ANAN ALt-1UG
LIC. NO, FI PERMIT— &T. LUCIES 5TRUCTUREe
EXP, Feb. 2001
11/f=.4 310
Lz c 7 1 ON 1 ' A. CI-16TOMER:
�Y 4 LOCATION: FT. PIERCE, FL
p
tvf WE S BUYER NO.: TAXIWAY DEVELOPMENT
UNITED 5TRUCTURES OF AMERICA
Na BY DATE CWECK 5y
o', ��o�
j I
lIZ12 151,15CHONG UNITED STRUCTUI OF AMERICA INC. DRAtU1
/2 0/0&
POU15TON, TX 11031�
t
26-"2-6241 J05 0 33029A 5CALE DRAWI Ir �or-4
I I N.TZ, I
L
a
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