HomeMy WebLinkAboutUnknown (4)4 ce,
ENDWALL
- . IA
S I D E WAL L,
DETAIL I
r n
.OvEIY IAI 6 + 411
FRAMED OPENING; DETAIL FOR FIXED GLASS
SiDEWALL
DETAIL 2
DETAIL. 3
A
DLI L.L DL-� DL
F 1
21�
ANCHOR Lu
` r
BOLT A _ 2�' ROL.T' ► i
1.5 K /•Sk :�.ix /. d!C 2.�F x 4.0 DETAIL ELC �'.
PROD
_-f v
(A -30T) CUT TREADS OR EQUIVALENT ROLLED .•� _
TREADS` ANCHOR ° BOLT S-CHEDUL.Eo o o -
� •i •0 tv I �� t
DL -r LL DL+WL DL. -WL- DIA. LENG. A 8 C P'; OJ.
SYMBOL 4UAN. I + �
IN. IN. IN. IN. IN, IFS.
I •• p • • o ,I"�,..SUGGESTED
.S -5 £ G - t
i�lX,NI> WCL Rpt rCa�/ LAN' �t , A 6 2 t-- :LvIr
• OMIT, NOTCH
€ _ V,5h' l'!G,'AL CD4. �- LL) 4 .,. >, XIP R. �}, : 17 141 3 _
,,
4 21 3 __ ,_-tE TING NOTCH
OPENING ..F -�►r
i 3 2 SHEETING
ifoR I ZO,�/ TA G. �PL WLR 2_ , i k/ o
..: FRAMED OPENING DETAIL FG
E
WO .fir (Ql�hil` AT DQOR OP N1NG )
Pau Lt�l` G E' �S
OVERHEAD • -: TYPE DOORS
YS .,',, ` , • =4
�lQTES� REVt ! NS
.• CJWI`�Irf��
S fJ
1 -
I)VERIF•�l LENGTH AND WIDTH DIMENSION AND DOOR OPENINGS. _ /SIR•,. T:Uffl�% �•; GfiLCR;
c p ,
T ARE GIVEN IN KIPS 1000 BS. NO. ATE nt�AtiYN GiiIE�KEQ �s ,
(z) ALL
REACTIONS E L ) c�tvr
R -S SHALL �ocT A
BY, By,
LOCATION
(3) ALL ANCHOR BOL 5 L J ROM SAME ELEVATION
UNLESS NOTED.
WALK DOORS, T B FtEI A: ;E ,• DRAWING,JOB., o.
( )AL,L L OO S 0 E . D LQC T. D
.. , . - ..
131��.T .'
S) NS LT. A LOCAL ; FOUND 10N .ENGINE€R: FOR: FOUNDAM,N AMGf QR_ P4AA/ � ..
( C4. U
ES1GN. AND..LOCA SOlL CONDITION-,.
11 S .At. N7: t�F.
P T R
P. �i..It3.3 RA1r�/N Y= - ; DA't E CMEG ED ,BY G S,
6 Ut)Yd �' t!. Q iVG SYSTEMS ASSUMES too FtES. �1us►1EL 1 Y O
PL . �511 1 4
s
I TY FOR F 11 DATION .F OR OR SLAB .DESI N _ CONST . r .
,L tAa LI O. N t L4 Ufi
r
, al c)NIA4•,SLOELIeVr r.41...traf..
;.
,
AF 45427
oI
O-
�oN r
GASGts� GUL vMN `� � �' I
R/G/D G,�fiM� �
r ( 7 i�Y-P1155 G/j
I
13A SE
tj
o G/X r E` p
r
r u
to -/OV
ROOF
L. A Y 0 (/ 7"
Pl-A /V
26D -4 -6] 46D -I -D E U' 6g:P,�
T,AmB 4GD-1 G 2GD-4-ud
aGD 3-D
EGD- l -G
Ir
/-4
/49�-7„
E WA L. L IEW A /" I /// G 9 L_ /,%L r,3 2
PARAPET GAP T-R//'I Z 4
pUTS/pE
cor<r»2 �v is/o E'
Vil
c_1
u //
�,LsG/A P<1 NAL c LINE .3 /Ns1DE GO �'//EP_ 5 So�G/ T 6 Design Loads per 3X86 5taansiard Bisild �ng� Code:
T /M 2 �� 2 _ Live load 0 20 „psi (redue�ble; r ,
l.
Wind Load ' 7 ZI psf' Clog m,._. *L, *�-�=
NOTES.• REVISIONS
CUSTOMER : JOB .NUMBER ,
NIR. TOHA/ V. C A11 L la 6_ R'5 � �':-4
(I) ROOF Et. WALL SHEETING NO. DATE DRAWN CHECKED SINCE 1923
JOB LOCATION: CUSTOMER NO.
(RS) ROQF: 26- GA."P,'�_ PANEL, COLOR GAL.VA Iry M E- BY. BY. aAIVD/,=OFD , �'L.URI DA
(5 W) S_ I Q E`NAt L 2 4 - F.
GA ,- Vii! fZ.._PAN.F E--- _-C.Q L QR.
o LUDWIG
/z DRAWING: SCALE:
('EW) ENDWALL do , COLOR ; Z% BUILDING SYSTEMS &::9,4,y/`vG ;/1A!�7
7'/i-1 r 1''I -Al '7 .S".
q � LUDWIG BUILDING SYSTEMS INC.
µ G
)TRIM' "" :. G.C!1 • -- t.- _ ,�QQR �;:. s� 1 521 TIMESAVER AVE. (504) 733-6280
60-
1� P.O. BOX 23134 HARAHAN•LA.70183 B Y. .
DRAWN Y: DATE CHECKED B SUPERVISOR:
'
P S T. - aF 4
AF 45427 .
.r
mossomminswu
CAd
f/EAD 7RIM '
G �
TR IM !Jjtj, TQM?
Ll
5/D-fWAL L T/NG C@ L.1141, -
I- t_4 7 15A v J5- f5 7-R 6-11 7
I
dvrs/o�5
G o le'AATiP
P_3 6D -B
24 6/,- 1)
2 .5"-0
S/DE-WALI_� FRAM/NG 60 L IN45 _l'
/-k! i- %" ;
2S O"
EA VE G v 7- TE"•E'
24 L6/"
2C�D-rf•-a
4
r
r3 RAGE CA£�L.�'
,
s
24 6/,- 1)
2 .5"-0
S/DE-WALI_� FRAM/NG 60 L IN45 _l'
/-k! i- %" ;
2S O"
EA VE G v 7- TE"•E'
24 L6/"
2C�D-rf•-a
5-/0E WALL 0 Z_/it/,E /,1 o'
7`` EAVESTR1/T
DETAIL E
NOTES
I
z
RAF TE.W
%,'ARAPET TRIM 7
or -"F-
ALA s//
oUy's/per'
(GGOa' �RE�
`� GOL C//SIN
DETAIL 2 a
0 1/ 61 'r
,45AS, GIA
A'AN.EG
>rF/E'G D LO CSA `lF
WAL k' 000kS (r rP)
PARAP7- GAP TRIM PARAPET GAF'
r --Tr w n --r 1 HAr -,rel"
PARAP� l'
1 a 6IR7'
r�oo,'" F�ASN
R'oo g
SNE"r7'
DETAIL 24
REVISIONS
NO. DATEDRAWN CHECKED
l I BY: BY:
0
G
RQoF SHEE%'
8 r,1AT
T (4
7"G/RT—
r V)
~ BG p �_e_
7 "
7-P/ M
I
Q GABLE ANGLE -
I. --
V/ -
7 P-4/1-l<I-/N — - \A 50FF/ T 049oxe J
SOFF l T
7RlM NEA L>ER TR
S/DE WALL SNE'5"r__1
7 GoLUMN
• TR/M -
DETAIL 2 4 DETAIL 2 4 DETAIL
CUSTOMER: JOB NUMBER:.
SINCE 1923
JOB LOCATION : CUSTOMER NO.:
.SA/Vt> F-OF,U , ,r -:L 0 I
LUD . Www RG
DRAWING: SCALE
UfLDIIdG SYSTEMS :
SRA/4/tU 6 Sf/ rI�G . OL- /v.
LUDWIG BUILDING SYSTEMS INC.
i
l
5-/0E WALL 0 Z_/it/,E /,1 o'
7`` EAVESTR1/T
DETAIL E
NOTES
I
z
RAF TE.W
%,'ARAPET TRIM 7
or -"F-
ALA s//
oUy's/per'
(GGOa' �RE�
`� GOL C//SIN
DETAIL 2 a
0 1/ 61 'r
,45AS, GIA
A'AN.EG
>rF/E'G D LO CSA `lF
WAL k' 000kS (r rP)
PARAP7- GAP TRIM PARAPET GAF'
r --Tr w n --r 1 HAr -,rel"
PARAP� l'
1 a 6IR7'
r�oo,'" F�ASN
R'oo g
SNE"r7'
DETAIL 24
REVISIONS
NO. DATEDRAWN CHECKED
l I BY: BY:
0
G
RQoF SHEE%'
8 r,1AT
T (4
7"G/RT—
r V)
~ BG p �_e_
7 "
7-P/ M
I
Q GABLE ANGLE -
I. --
V/ -
7 P-4/1-l<I-/N — - \A 50FF/ T 049oxe J
SOFF l T
7RlM NEA L>ER TR
S/DE WALL SNE'5"r__1
7 GoLUMN
• TR/M -
DETAIL 2 4 DETAIL 2 4 DETAIL
CUSTOMER: JOB NUMBER:.
SINCE 1923
JOB LOCATION : CUSTOMER NO.:
.SA/Vt> F-OF,U , ,r -:L 0 I
LUD . Www RG
DRAWING: SCALE
UfLDIIdG SYSTEMS :
SRA/4/tU 6 Sf/ rI�G . OL- /v.
LUDWIG BUILDING SYSTEMS INC.
r
AF 45427
/ C2_ 3 C2d l
Z tq
� -rorof
i
t
rA
3�i
—BASE ANGLE
ca
Q-
.p
0
t
J,
tt►
/ C2_ 3 C2d l
Z tq
� -rorof
i
t
rA
3�i
—BASE ANGLE
BASE' AJ116LE
t
.p
,5/VG WALL FRAMING @ L INS '`A'1
rJurslaE
GORN.EA�
TR/!9
FAS61A PANELS P LINA "A"
E_NO WA L L. SH,EE rl N 6- 9 LINE 'iA
I 4 3
I 24 I 2� I
PARAREi' 7'R/M
8AG9 PARAPET PAME'LS (P L11V6 "A"
INOTES ■
i
'ENDWALL FRAAdING (Ev LINE "6"
FAS61A PANEL LINE ''G "
,—c-1vL) W14LL 5r1,6E PING 6D L//VE "6„
I
(2d 3
U
�pEGIAL
r— yARA PE r 7RIM
OAC,X PARAf E 7 PANELS 9 LINE "6
" 6/RT
,ABLE ANGLE C
,, N
-7 P URG /
E'NU RAFTER --� I'
T4
o �
L3A SE ANGLE
�1 I r-'
SECTION 34
-7" G1R
ANILE
SND VVAL L
5,016E T
DETAIL-( 3 4_
R/G/P FRAME
t
m
FAS G/A
PANFL
OFF / 7-
7,r< /M TR/M
f1-47 DEQ
---- -
�,�-_'...r--ter-- +--•�•�.^v—
6,�SE ANGLE�F/ELD QA5,6 ANe,G�
`{ TO F/ T 5A45,N GOND/ -r1O/V
G/RT L/NE" ABU`/A
.p
0
J,
Q
ti
rJurslaE
GORN.EA�
TR/!9
FAS61A PANELS P LINA "A"
E_NO WA L L. SH,EE rl N 6- 9 LINE 'iA
I 4 3
I 24 I 2� I
PARAREi' 7'R/M
8AG9 PARAPET PAME'LS (P L11V6 "A"
INOTES ■
i
'ENDWALL FRAAdING (Ev LINE "6"
FAS61A PANEL LINE ''G "
,—c-1vL) W14LL 5r1,6E PING 6D L//VE "6„
I
(2d 3
U
�pEGIAL
r— yARA PE r 7RIM
OAC,X PARAf E 7 PANELS 9 LINE "6
" 6/RT
,ABLE ANGLE C
,, N
-7 P URG /
E'NU RAFTER --� I'
T4
o �
L3A SE ANGLE
�1 I r-'
SECTION 34
-7" G1R
ANILE
SND VVAL L
5,016E T
DETAIL-( 3 4_
R/G/P FRAME
t
m
FAS G/A
PANFL
OFF / 7-
7,r< /M TR/M
f1-47 DEQ
---- -
�,�-_'...r--ter-- +--•�•�.^v—
6,�SE ANGLE�F/ELD QA5,6 ANe,G�
`{ TO F/ T 5A45,N GOND/ -r1O/V
G/RT L/NE" ABU`/A
SHT. 3 OF 4
.p
0
SHT. 3 OF 4
AF 45427
AF 49009
II
(9) E OF G
/39'-7" ,
30 `-o"
�,_o�,
<<�,,, 7 ( ( 1_
nJl
I
I
I " 5to' I I I I Il/4�4" I /1 /0-q" I
/I
0
,
L
G
A G 7-101V5 @ L I Alz. S 3 THkv u G 1 —
Desi&n Loads per 1986 Standard Building Code:
i
Live Load = 20 psf (reducible)
DL + LL OL pL- Wind Load =,21 psf (/DOmph wind speed)
7 0 k 9.4 X 3.3 ie 2.39
N 0 T
(I) VERIFY L-NGTH AND WIDTH DIMENSION, AND DOOR OPENINGS.
Y )< Y (2) ALL REACTIONS ARE GIVEN IN KIPS (10 00 L BS.)
(3) A'LL ANCHOR BOLTS SHALL PROJECT FROM SAME ELEVATION
N N m tlj
�
UNLESS NOTED.
AL t LL DL W 1— UL W
WALL 'MACK DOORS TO 8E FIELD LOCATED.
/VIAX 51VZ) WALL FRAME RgAa 5 T'/CWS C� L//V," `A � „� „
(5) OONSULT A LOCAL FOUNDATION ENGINEER FOR FOUNDATION
`DESIGN AND LOCAL SOIL CONDITION.
VFs",erlGAL. �,DL LL� _ 4. / Ki P ti (6) Lume SUILOINC SYSTEMS ASSUMES NO RESPONSIBILITY OR
VO /2 vIG AL DG t WI-) -4-l�'iT-' � !%P;'LJAc3l,LITY FOR FOUNDATIO No FLOOR OR SLAB CESIGN OR CONST,
HoRIZDNiAL_ DL + WL.) _ Z. RIP w
Y..
C
tL �
�B
/jI (�3`' �1 %/%4 ANCHOR
SOLT
A
RETAIL
. f t
(A-307) CUT TREADS OR EQUIVALENT ROLLED
TREADS ANCHOR BOLT SCHEDULE
SYM80L.
DUAN,
DIA.
LENG.
A
Q
C
PROJ:
IN.
IN.
IN.
IN
IN.
IN.
AIs
3,.
4
17
14
Is.
3
..
to
C
I„
24
21.,
n/O r' 3'Y Lr v D W// l
9U/LDIN6 SY5.7"i�5M 5
,
4 +f
F
z
�1
W
w cru
z Z ..
0�
V!
.sr
:++ ,4
iW W
4dr ~
4
0
Z
CNI
}ryt
O
Cr
W
(L
h�
•K 1
kj
to
LIJ
� �Ui.. psi
p
0� z V ��
0
V)
W
2 0 Z Z �.
o m a a
v cc o c '~}
V N
Cq
WPg
cn
� Y
a
n (n N x
r '4
WZ
V (.9}
2
Za
o
�m
�4 0
MM �
YJ J
so b
JOB NUMBER.
9 -,
CUSTOMER NO.:
SCALE:
7- S.
SHEET
AB -1 OF .1
CS
AF 99009
-44
CDd
3 Z4 -/o/z .30 -0 Vi dQ 2S-io 2/ -8
G02NEk'
Ft4A/F_
FL,Al.� 7A M 8 i'RitM
30 -�U°
14 2i4if
Tom'/ M
Li U
EAU 7'R /M
0
s-
W
7" aY PAS:5 G/R r
5 ''
.
�
f,. s, -ter •,�
v
tI
24 24
.
Y aas� GtR r
_
G/G x /4i GA.
ill; 4ASE .AW
ANG E
2GU.-4 -�
, �j
$
E
Ill
p,a� l� �
`FR
�LAI
,
46v=1-4
"
aas� a,vGc�
14 2i4if
Tom'/ M
Li U
EAU 7'R /M
0
s-
W
4
oQ
J
W
4
oQ
J
J
�
f,. s, -ter •,�
v
�
�y
4
w
_
, �j
kit
Ill
�LAI
,
4j
0
z
r,
>I
it
VA
war
W
AF 49009
B (A.!5 s.Alo w,41) c,
G (6,7PP- HAA14) F
4
r
n
DicinB (A
CH) (F (Ei
�
3a
24 1 / oye- JJ
.9L Qtr
If$
z7
199L 7 "
P- -5, / /0 11
QV c- /-A /V Gl,
in
Pj IT)
yVN
OA 5 F.7, IAWC, C..&
T
FA54-1A FRAMIN6, FA 6 A i=4'AM //v 6
"13 Z `F
PA9A?,e7-r GAAP
6 /D E WA I— L 5HE6 7- / N 6 6 LINE to 7 Jr
C7
_5 0144
510
T --7--T
-�Oy '14
4
ImE
+
)--Y-A1A16E BRA< --'E
L-3
. ol
SAYE
4//7 7E)
1 A_-� rl 11 — r — — — —
. I
DETAIL
DETAIL
2 3
S/ UE leVAI-L..
�T,pl /-,/ /-
m
0
ui
C)
WIM
6
z Z
C)
W w
C, "IIGr
<1
0
w
IA
D
Lu
JU 01,
w6-
- W
k
W
w
.0
0 Z
co co 4;(
M 0ix f.
(n ow) fro)
ju
cl)
W z
a w
Z
z
2
JOB NUMBER:
CUSTOMER NO.:
SCALE:
SHEET
.2 OF
DETA1L
j
F
S/ UE leVAI-L..
�T,pl /-,/ /-
m
0
ui
C)
WIM
6
z Z
C)
W w
C, "IIGr
<1
0
w
IA
D
Lu
JU 01,
w6-
- W
k
W
w
.0
0 Z
co co 4;(
M 0ix f.
(n ow) fro)
ju
cl)
W z
a w
Z
z
2
JOB NUMBER:
CUSTOMER NO.:
SCALE:
SHEET
.2 OF
AF 49009
x
Q
.j
�Sowfl,