BLDG 216- AIRPORT AUTHORITY 20027=a
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3/4
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DEPAR
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SANRD .,F AVENUE
RIDA 31"977
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REVISIONi
Date
3-7-84
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Drawn
Job
Sheet
Of 2
a Sheets
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P
SECTION E
3/4
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DEPAR
1303 ..FRENCH AVE _rMENr
SANRD .,F AVENUE
RIDA 31"977
f/,,
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REVISIONi
Date
3-7-84
Scale
Drawn
Job
Sheet
Of 2
a Sheets
WEST ELEVATION
4 X 36 PRINTED ON NO. IOOOH CLEARPRINT
EASE' ELEVATION
1/8"
SOUTH ELEVATION
1/8"
�itr_1_L Iii A T'�s
NORTH ELEVATION
1/8"
REVISIONS I BY
Date 3-7-84
Scale
Drawn
Job
Sheet
2
of 2
Sheets
20 Sc
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PIP-0/0-
Conc.
rv/0.Cork.
Aprvr7
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SITE PLAN
Date Approved IcI_
Name of Business �-- �Ut �
or Type of Use
Address —7'L
r -
T --
Owner
,: Agent
20 SGC
eft
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x x -X x
Prop.
1-1,91-7 3r o l-
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Safe Plan
PSId3. X216-Expansrvn
,5anlvrcr �I irkvr
/"e,6 /984 /�/
BAY LENGTH TOTAL + 5 OUT TO OUT CONCRETE j p INTERMEDIATE COLUMNS ENDWALL COL
BAYBAY LENGTH TOTAL t 2 " OUT TO OUT STEEL 11/2" PANEL ~ ANCHOR ROLT TIE REINF. BASE
ES5 _ o BLDG. LOAD EAVE SIZE ,GAGE 5 PLATE ROD PLICTE
[' 20'-0' OR 25'-0" BAY 2" 211 20'-0' OR 25'-0'BAY 20'-0" OR 25'-0' BAY 20'-0' OR 25'-0' BAY I. RECESS SPAN TYPE HEIGHT QUANTITY WHEN SIZE SIZE
E�r (EA C01..) READ. IN I/8"
z i ( I '- 0• a A- 80.T GE
AL 1 2 p 2" 2' 2 2' 2 2' 2' S
�" GAGE = 4' GAGE 4 GAGE 11/2 2" !. 16' 20'24' 2-S/4' - S
B
T N \`r I l III \ i Iln __T__
_= ANCHOR BOLT DIMENSIONS 14' 2-7/8 ' 0 5
r A I t -_ t II v A_ _ BOLTS DIA. A B C 16' 2 3/4 r + 5
20'24' 2-3/4" t
Ilrir \ HW - 9150 3/4' 1'-3' 3/2" 3
S ,� „ t` I,I I 11 //r! ,t\fir HW -9151 T/8` I'-�. 31h. 3 12'THRU 4- 4 0
SEE G., XEQ cZE J / ' \TSE PLATE ' I' - 24' -3/4 4" - 4
,Q,Qe.rrrTY AND GAGE. / �- - IU AY -2690 II I !r ,)`E HW - 9152 Ii 1'-6 - 6 3 4 4-7J8" 3" - i S 6`x
TYPICAL 4 ANCHOR BOLT 1, Il - _1� u `,�
11 1 l r ( TYPICAL 6 ANCHOR HW - 9153 1/4 2'-0' 6 4
GROUP WITH TIE PLATE, I Ij II I HW - 2100 II 3'-0 " 6 I 4
SET AT 4" GAGE SEE II I( II �I I II BOLT GROUP WITH TIE PLATE 4 7O 4 6 20 24 4-3/4 3 - 4 '®C
Q 1 )I I I t! 1, I SET AT 4 -GAGE SEE CHART L�
CHART FOR SIZE AND _ II r! )1 `
FOR SIZE AND QUANTITY 8
z _ 1p
-_-TYPICAL BASE PLATE SIZE
QUANTITY . ; I' il'�I" I �i ij1 I I B
IQ38 FOR 'H" SECTION ENDWALL 1 II 51.�II Itl I� 4� �I
COLUMN ,_ m B II II jl Ij a j� II Ij h B J _
a ° I it I� - J 4 �I �I II LUI
) a a a
wo •N w o ( ii it it I it
a w
li� WQ
a
u3 LL -1 m a y a RODS DD ROD LENGTH DIMENSIONS
w REINF. ROD TIES TO 3
w RD -10143 :4 6'-4' 3'-0 5
O W
f
V
O Q
N w
J
c a
w O o EXTEND FROM COLUMN o O
✓wi w o m TO COLUMN WHEN w En RD- 5734 •5 I6'-6" B'-0' 73/B"
6. < m - a ¢ RD- 8929 6 22'-6' I1'-0 ` 7�
w o o TIE -PLATES ARE < w x RD- 2659 •T 20'-6" 10'-0' 8 B 1 12'THRU24' 4-3/4' s q B 10 k
w r w r r m SPECIFIED. SEE CHART z~ t 2 12' 4-3/4° - 4
V2 p .N FOR SIZE. w cn o 2 14'16' 24' 4-3/4" - r>
r- ¢ V) it 20' 4-3/4' 4 # 4
T/ 8
n '� w Z F 3 12' 4- !i .- 5 8"x 10' ,t r
O r = m m '_u Ew� ¢ _ _ 3 ' 16' 4 -S _/4' i 5
3 20 4.3/4` •
E_ I m BUILDING EXPANSION W ¢ i 4 - P2'- _1• / - a 4
o IF A FUTURE EXPANSION '"r w ' ` 4 IT !6 4- 8 4 _
a - BOLT TY AL 6 ANCt10R BOLT F W z a 4 20 24 4-3/ - + -
O v TYPICAL 4 ANCHOR FROM A
BE
FRAME � ��� 4
h GROUP WITH REINF. RODS MAY G P WITH REINF. RODS ENDWALL IS ANTICIPATED, _ J f"S 12'li' 4-I° 6 6`x14' O
__-2 BASE CLIPS FOR BE SET AT 3"OR 4'GA6E SEE SE AT 4 " GAGE SEE CHART IT MAY BE DESIREASLE TO o ( �'v 80' S k6' 4-I` 1 ® r 5 °1
"C" SECTION COLS CHART FOR SIZE QUANTITYIGAGE
AND QUANTITY . INCLUDE RIGID FRAME AHCHO-, J 5 20' 4-V4' S 0
J
AND GAGE' ' RAGE AT THE ENDWALL TO BE 3 2 "�� - 5 24 4 -3/ ^r - 4 N
O 2-34"4 ANCHOR BOLTS. TYPICAL USED AT TIME OF EXPANSION ^p -_r,
O w 0� 6 14 16 - I
FOR ALL • H" SECTION OR "C' �� s y, 6 20 4-7/B ♦1. 5
SECTION ENOWALL COLUMNS CASTiN-PLACE BASE A
J
IO 6 4' 4-3/4' 1 - 5
P'T .� GAGE 3" ��'� 7 12' 6-1/4" AY -2690 8 TIES
w (1r 4" T 14' 4-11/4# AY -2690 • 7 TIES
7 20' 4-1 " - • 6 7 2 4' 4-7/13 P - * 5 -
I 12' 4 -3/a" ! ` 5 Six 10
"
TNiS D..vw.NG. .ND • Ncpw,.TpN CONTUNED
�v T -IS I 14 YF6iJ 24 4-3/4
ON.I STENO ___ t
waoucTs co,.v.N. .No,on n SuasOtaR1E 12' 14' 4 --Ile _
2. 2 eE .E..00 cEo n wNo E on iN wnT 2 16' 4-SM"� — 5
4z=2 • 2 • w.1NOUT TVE wRirtEN .vwNOv.E Oc N.i�ON..I STEEI
J N - — 2 • 2 " - vSp TS CO4v.N. CEf Tr 11.T.1S Sr,Own S ' -
Z
W 12 11/2" II/2" I I/2 1I/ uES Eo.NTE�rs ..o roAc��`cnuE�,cnv.n.soa (a of 2 ' 24 4 -S/4'� _— • q '.
2 .vDc�"EN "ENDwc.�uon°Ns 3 12' 14 4 - I ' - • 8"x 14" - I.
n E
BLDG.
SPAN
OUT OF CONCRETE
ANCHOR BOLT PROJECTION
ENDWAL
ARR MENT
90
11/2 " OUT OF STEEL
BOLT SIZE
PROJECTION
-- 0 5 8"x 14"
CAST IN PLACE BASE
6
6
6
6
6
IZ 4 - I /4'
1/2' 4 B 5/8' �
II/2 ,
14 4- 1 I/4"
HW - 11100
AY 90 17 TES
16 4-1140
M 7
20' 4-1" 4
BREAK OFF NAILS
HW- 11099 AT 24 'CTRS.
24' 4-I"
5
T/8' 4 8 1" +
11/4.4 H
3
lr n
ANCHOR OLT TIE ATE ASSEMBLY
RIPPED 2x4 AND ---
AY -2690 ` 8 TIES
6-7/8"
24 4-1 "
II/2
4
REVISIONS
FORM
LAir Iww_N
^I
5 1
--
t
SECTIO 1Q1'
NOT BY N.S.P.
N.S.P.
___
7
I 8.15 REV. A. B.FVRNEWE.W -
79-15 REV. ANCHORAGE ry
----
-_ _- =
-
"
2
� REINFORC
1
w�t
RODS OR
3 3 3 ' TIE RODS
N
ANCHOR BOLTS
I TIE
PLATES EN REQD. O
.._ .., I (SEE
CHART)I v
to
.� FRAME
TYPI L
CONCRETE FORMING
DETAIL
8" 1'-O" 8'
TYPICAL
AT WALLS REQUIRING THE
WALL PANEL RECESS. SEE
THE ACCESSORY
SECTION FOR
CONCRETE TREATMENT FOR
SECTION 11 B
VARIOUS
ACCESSORIES.
-
BLDG.
SPAN
LOAD
TYPE
INTERMEDIATE COLUMNS
ANCHOR BOLT TIE REINF. BASE
EAVE SIZE , GAGE B PLATE ROD PLATE
IGHT QUANTITY. WHEN SIZE SI
(EA. COL.) READ. IN 1/8"
A. BOLT GAGE
ENDWAL
ARR MENT
90
5
20' 24' 4- 4
O
N
-- 0 5 8"x 14"
�h
b
O
0
N
6
6
6
6
6
IZ 4 - I /4'
412'
4
AY -269 8 TIES
14 4- 1 I/4"
14' 4-1
AY 90 17 TES
16 4-1140
M 7
20' 4-1" 4
a - 6
24' 4-I"
5
7
7
70
7
14' - i /4" 0
v AY -2690 8 TI
I6' 6-1" 1N
AY -2690 ` 8 TIES
6-7/8"
24 4-1 "
— 6
_ s 6- -
REVISIONS
--- -
LAir Iww_N
^I
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--
CWD
""
.--
DATE
3. 5 -IK
3
3
DH nwj+ /
�,.�,r�,tuJ r.
16
20'
4-
4 - V4
- 5
-�--
O
N
i
S
A
,Na
i
• 5
412'
4
4-II/4'#
• 6
14' 4-1
- 6
5
12' 4 - I /4 "
- ^Y-2690 • T TIES
14' 4-Il/q"1
6
NO E.o
REVISIONS
LAir Iww_N
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J L
CWD
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ANCHOR BOLT REFERENCE FCN
LR 701,80E 90' CLEAR SPANS
LOAD TYPES I THRU 7
National Steel
Products Company
Subsidiary o1
• National Steel Corporation
-
'
'
7�
L-
___
7
I 8.15 REV. A. B.FVRNEWE.W -
79-15 REV. ANCHORAGE ry
----
.--
DATE
3. 5 -IK
SCALE
NcN�
DH nwj+ /
�,.�,r�,tuJ r.
I' 'if CHID
t,..,lt
APPHOVEO
APPNOJED
E. 0.
77-P4
SHT 3T- 10
NO. 1`
A�
1ATCNIWCa HOLES
6E FILLED WITIA BOLTS.
:R6.A1T FRAMES MAY
RE A DIFF EREFST
r%TY OF BOLTS.
WA,%AERS
No -r RSdn
}-Iq"4>XI" 5oLT5(HW-8s0)
SAVE STP -UT CLIP CA -4C068)
2- X( 94 BOL -CS (. HW -563)
`• II WE15
KNEE CONKISICTIOM DE-rA1l
r •.. •.,�.,... �,a. .,, is ...
12
I�— 35-04
13
1 � g'-031ro 5F-D�� 3-916 ial BLDG.
5`_Q3t6 5-0316 5-0 I(o SYMM. A50Uj
5F- 0 316 9
3565
376 I RIDGE CAP
19, 2 FAL FL -1051
i-4 PAI.IELn_ ,, . r t H
C �
KNEE:
QWFITITY A."O
LOAD
SAVE
D`PTH
IGONNE.CTIOM
S11.E OF KNEE
TYPE
NEIUNT
S•T`(PE
OOLTS
1,2,3
12'TNFz0U
27A
S- IV* X2'4
4
12' TNRU2d
2l IS
S -7b'4.2'2
5
11' E 14'30A
�
8 -'a } x 2'2
5
W TRRU2D'
3o6
10- Is' %24
6
IT THRU20
3og
10-76"0f2'1
6
2" �
30A.
8-TF3'+x 2'2
r •.. •.,�.,... �,a. .,, is ...
12
I�— 35-04
13
1 � g'-031ro 5F-D�� 3-916 ial BLDG.
5`_Q3t6 5-0316 5-0 I(o SYMM. A50Uj
5F- 0 316 9
3565
376 I RIDGE CAP
19, 2 FAL FL -1051
i-4 PAI.IELn_ ,, . r t H
FLANGE GRACES ARE REQWREO
ON 04.IE SIDE OWL'Y FOR
RAiIEW, 4k COWMIIS
70'- O OU
RAFTER SVLtC.E
WE 6 t> -_V' l'1 N
nl
>v S
N
N
N -e}
ti
�K"
5 "oa BUTT
39
C �
0.
FLAN61E
LF -MGT" FROM BUTT is•.
eAFj�iZ >'f.Qt-IC7E t3�1�GL'S
µ1E8
Avo
FA
HOLE SIZE 6, Ft TFi1CiCMF_5S
KuAst µ1E16 DI¢m
E3(LAG(:S
;Z5aLIlzEp
Fi AW4E (3RACt;
&UTT 34!4>7e;4>
11�iC�1lj5 DEPTH
ALL MATGFIILIG HOLES
IZ`Z
14 [O
�
A✓
C
MUST BE PILLED WITH
21
1-3 18 I fl* -3y6 1 3••318 I l7= 316 I 21=3 18
C
�
BOLTS. BOLT SIZE MUST
SF -'4 LF -55- THAN
-
zoo
N.tion+I St"
Products Company
$ubxid.Rry of
-._j N.11roD:Fl ilr>al CofP
fF.d�..gaW
34 23� LC,. 212"LU
HOLE DFA. D1F=FEREAIT
W1�SHERS ►1oT RrGYD.
DATE SCALE
DRAWN
CNICRIO
I,n I,
-
E.O.
8 �
�
r
O
= �
A ,u
Q
kuku
V) J
0 aO (1
L)
C -3
L
Q
X,
V
IBIS
LOAD TY✓'E (TkiRV
6
LOAD TYPE J
�-- -
N
I
FLANGE GRACES ARE REQWREO
ON 04.IE SIDE OWL'Y FOR
RAiIEW, 4k COWMIIS
70'- O OU
RAFTER SVLtC.E
WE 6 t> -_V' l'1 N
nl
>v S
N
N
N -e}
ti
�K"
5 "oa BUTT
39
it THK.
DETERMiF.IE- BOLT DIN. �.
0.
FLAN61E
LF -MGT" FROM BUTT is•.
eAFj�iZ >'f.Qt-IC7E t3�1�GL'S
µ1E8
Avo
FA
HOLE SIZE 6, Ft TFi1CiCMF_5S
NOTI✓:
E3(LAG(:S
;Z5aLIlzEp
Fi AW4E (3RACt;
&UTT 34!4>7e;4>
11�iC�1lj5 DEPTH
ALL MATGFIILIG HOLES
IZ`Z
14 [O
�
A✓
ft THF:_ BOLT INOLTS
MUST BE PILLED WITH
21
1-3 18 I fl* -3y6 1 3••318 I l7= 316 I 21=3 18
5a 2'4 L4. 2127LC,
A-2657 A-2536 IA- 2537 IA -26537
BOLTS. BOLT SIZE MUST
SF -'4 LF -55- THAN
_v-
N.tion+I St"
Products Company
$ubxid.Rry of
-._j N.11roD:Fl ilr>al CofP
fF.d�..gaW
34 23� LC,. 212"LU
HOLE DFA. D1F=FEREAIT
W1�SHERS ►1oT RrGYD.
FRAMES MAY RECDUIRE A
DII✓EEREAIT QUAWT%T`(
OP 15OLTS.
RIQUE SPLICE. D ETPJL
GENERAL NOTES
1. ALL CONNECTION BOLTS ARC 11'° 4 % 1'4 C H W- 82I ) EXCEPT AS NOTED
2. FOR R16LD FRAME AT ENDl JALL SEE T. "o P tc.to F(c a l- E ISomET w -IC
FRAME CAPACITY - LIVE LOAD + OEAO LOAD
STANDARD D£S{61.1 LO.e.OS ARE SHOWN IN 41G.AVy OL,ITLtF,16S
1
"AD TYPE 440t 550 1
FR.Amo_ L L L 4 PLF F P
APAG1tY TT
D trA - L v n 1 t LOA 17 11
i to
2.JIZ?
?. 75 DL D
kzo,E�AYS LL 2 L 20 L L L L L 2 32.5 WL z 2.0 DLLrmys 1 L 20 LLLL1G L 11 L
A2 66WS LaAD E IC
)IfkNS KNEE
FW
CLCAP_11-IGO OIMFW! 440,1 r:5
FLAN61E
COL -UMW t'LANC,IB !7E Et 5-
eAFj�iZ >'f.Qt-IC7E t3�1�GL'S
µ1E8
Avo
FA
`pLsr-E
DAA 1aE1&,HTs
E3(LAG(:S
;Z5aLIlzEp
Fi AW4E (3RACt;
(?AGE=. 5TA1101.15
11�iC�1lj5 DEPTH
V11G b
rH
IZ`Z
14 [O
�
A✓
AIlN2a'E2n' '�
_ THRU 24' 27
21
1-3 18 I fl* -3y6 1 3••318 I l7= 316 I 21=3 18
OM SIDE
A-2657 A-2536 IA- 2537 IA -26537
A-1538 ! A- 2537 IA -S-537 IA -1537 I I ( .
YIo
-
h
e
e
-I61222
Y1b
16Y
QY-24
[11131111
FP692?
f FO
.»�N pap �nG.
»E Ein E".�
aao"ucTs cc
no* BE
T»OUT T»E
Pa000C'S CG
U 5 P•iE»TS
nGGT»EaaE
.nC •E; �n� e... -Mon cGn*.ineo
r»E aaoaEa.. c• •*.en.E sTEEE
n. •nota STs sues�o�.aes ,no
aaoOUGEO in LEoa in
rTEn.00aSTEEL
1— cF aT.'n --ES S.0—
O FGaE�Gn G.0 TE e..a-S T»EnEGE
nG.aa. ,.G.,S
E.O. 1 REVISIONS
DATE t>Rw
CHRD,
M-'
6,,E,
t [)_ 70 CLEAR S
(�(�
INTERM. FRAME CROSS SECTIOt
2O�& 25'BAYS U c
1. 78-14 ^ o E. To �_
v 1.1 T 0.
Z T1_Ja i.�}f Lc 11 •.0 T
X ,� E sc
3 79 15 ADD [) Fl AMU
, -I ° 1:116rnt
_v-
N.tion+I St"
Products Company
$ubxid.Rry of
-._j N.11roD:Fl ilr>al CofP
fF.d�..gaW
__�
.�.,-
DATE SCALE
DRAWN
CNICRIO
I,n I,
AI'YRUVIU AfYMOVED
,
E.O.
SHI
3T 03
I
7 �
7 U\
s
STTzUT CLIP
(,TYP) ---
CNP Cs`.Y 7UIZL
IzOOF FJZ,4,MINU GH_ 5T'IP! ,
EAYE 5TRUT
I2o�K I' ALTS ( HW -850)
CL IV ( A - .405 0)
2 34a¢x134K A5TN1 A -2S -
130L TS ( NW - 563
EAYE 51!oT LR141D FRAME
RE 1N FO RGE M EN T
WN" PE_QdIRF_V
EAVE 57PUT CONNECTION
WITS} REINFORCEMENT G kNNEL
EA.fE 5TRUT 4 PEINFORCEMENT CHANNEL MUST 13r
LAGB0 T06ETMER HITW 12"ori 4 601T5 (HN -8'21)
(5 S' -Of CM14TEIZ9. 1°IE.L17 DRILL- --Ave 51247.
U5E RE -INF. CANL. A6 TEMpLAI•TC.
12AK.5 FLAsHIN6T
12IVGTE e -AF
FL- 1051 (TYP )
FINIAL
Fes(- IoO(o
PURLIN
S.F RAFTER
RAKE
ANGLE
STRUT �``
GLIP �
ALL FSoLTS
12'X 114 iHVt 82f)
DETAIL AT STRUT CLIP
LOCATED !S ENDWALL COLS
8"
R06F COMPONENT
USAGE
LIVE MY
t" INIOR ENN PEAR
TER
IKj.KAA E.NVE 1TWT
WALL O
LLAT
PURL IM MAL IN PURL IR
PURL IN STRUT 41IP
S
2W/ 202-2254
2-21S4 2-2154
2-2254 " -4OLo -
2S
2-2251 1-"50 2-2250
2-2250 D0-4062
Rod. a +r 2
NA -2802-Z.
.1709(6
M-2802- 1N-2802- LR -2802-4
..._._._
.49 3
.__ ....._..
—.._
E. S' A•Inf.
__
I OF 1.15F W56
STI FNGF
P`T. AN6y.E A•11i 7(o
G
AT CN PAALI. rip OF
FUKLIN (aOP 9Ks.Y.AN6r4 3T1 3T2)
K- 304
-M-.--2811
ll�
BRACING
SCHEDULE FOR 15'1-6'2 204 25*., WIND LOAD
Bh �
F
EAVE HEIGHT o
12'
14'
16' 20' 24'
END PEAK
NALIN
INT -PEAK
PURL IN
WALL O
NNR--i224o151-�
--2.04�
_2 _
_ ALR-5. -
S
T
Lver i
NR25001DR-2405-4 SA -2500-6 LR-2500-5AzRof
Rod. a +r 2
NA -2802-Z.
M-2802
M-2802- 1N-2802- LR -2802-4
..._._._
.__ ....._..
—.._
E. S' A•Inf.
__
C- L02
PLONS
K- 304
-M-.--2811
ll�
25'
RopfL Lo.+er 1
Bh �
p -Y ti LA -18Aei 0-2900-5
QUf
NAYS
RaAs Yry•r 2
NA -7111-7
NA -7111-7
AN -3111-7 NR -7111-7 NN- 111-4
— Ot
. -Awrnf-'—
_._ _.�
...�
C-
BR- 26 04 -4
STRUT PURLIPI FEET
LEN4TH INCHES
ALL ST2dT Puzwwas To br-
Z-ZZ54 F-oR 20' gAY� fT DIA, IN 1�
z-Zz5o F02 25 6AY'J Bi2AG ROD NUMBER FADE
(FCP 5"S, la' &OC F SYSTGr )sj++qq 1 ��++ _
0 ^L
fm
LIVE
LOAD
DAY
(FT.)
END
PURt IN
INTERIOR
PURL IN
END PEAK
NALIN
INT -PEAK
PURL IN
EAVE
STRUT
STRUT
CLIP
ID 05E E5-4069 W1T4 EAVE CANOM5
® (15E, ES- 40bl Hfl EAVE CANOPIE,
77-3
781- 1
TQ} -13
lsn. a
rb»
vecor«
� w
EE"`
•SEs, 110
St.•000cc0 t
-AL STITEE��� T.I.
•TE»Tsv.
T.
TM"EO. •»D OT»C»
GENERAL NOTES;
1• WIND DRACIN4 MAY BE IN5TALLA-D IN ANY DAY EXCEPT THt END DAY (WHEN
BEARING END FRAMES AIM USED)
Z. WNEN EAVE `JTRUT REINFORCEMENT IS REOU[RED THE WALL E5RACIN4 SHOULD
BE IN THE SAME BAY AS THE ROOF BRACINCs. IF THIS IS NOT POSSIBLE
THE WALL 13RA6I144 MAY BE SHIFTED A MAY EITHER WAY PROVIDIN4 THE
EAVE STRUT REINFORCEMENT IS CARRIED THRV EACH BRACED BAY.
$, WIND BRAGI144 CANNOT BE INSTALLED IN ADJACENT DAYS
4. THE BUILDIN4 MUST HAVE 711E MINIMUM NUMBER OF BRACED BAYS
SHOWN IN CHARTS,
5. NO MORE THAN TEN UNBRACLD DAYS ARE PERMITTED BETWEEN
ORAt-ED BAYS. .
NO. RVISRDNS
)CE A DAR DR M CHRD. fh•o•f1••A Cor�w•H—
I Nullding Spn•n. S.60".ry •/
3 >E t'jl p—PnT- N•U•no{ Sa••1 CwPere Ho•
6 No
OMIT Ilf FL(.. ii I�I, 1 _ bAn
A 5
AP E-'- ib- t ail- IL ORAL € fTiCES M. oth- woy fo b.Ald
Wi ER NOUSTOtt TEXAS
1--1 ---_ I -�
DATE _ LPK
SCALE APPN.�vi�— N vt0
rR
000 LVE, L.&AP
'16r 4 SHSF-T,IHA
A. E.
No. SLEET Nss.
75-62 3T- 2VIQ
`
20 *W. L.
25*WL•
RAKE ENO CAP
E-17073
1-17073
SYM ABOUT
!U FL -1040!
CORNER SPAN
RA%E ANGLES
;=7079
-17080
(1) FL -10405
61
(2) A-2507
' A-171054 TYPICAL
TYPICAL
W
(2) APICAL
TYPICAL
SEE DETAIL H RAKE FLASHING
X 1TYPICAL
FL-III5 X 10 I
M
G,
N O
CLIP A -17057-----P
.SEE DETAIL A FIELD CUT (1)-1008
PEAK FINIAL
FY -1006 TYPICAL
LIP A-1056
1
2
2
CORNER
Aa
TYPICAL
TYPICAL
2
`
20 *W. L.
25*WL•
FEAVE
ALL E-17073
E-17073
1-17073
WALL
O GRT BRACXET
CORNER SPAN
41NTERkOR
;=7079
-17080
-17080
24'
PANELS
' A-171054 TYPICAL
GIRTS
SPAN GIRTS
20' 4 L-111,-1
8
FL-III5 X 10 I
24'11 4 FL- IIIA X 17- li
N O
CLIP A -17057-----P
A-10,323
LIP A-1056
1
2
2
CORNER
TYPICAL
TYPICAL
TYPICAL
2
2
IF
FLASHING
6 -6 I 1
--CORNER COL.
ENOWALL
0' '•
O m IO n
O 10
to
COLS.
-
p PANEL
t-
— _ — _ _ —
_ _ _ _.
— — _ 0
to to n n n
h ♦ r
Y r SIDE
2+ _
a N
N N N N N
N N N
N C.1 TRIM
25 w.L ONLY ^+ fi
�� CLIPS A17055
—
1
EA COI. TYPICAL 2
3
��
®�
194
6••1st
PANEL RIB
10'-0
20'- 0
IO' -0
15' - 0
FOR"SA ONLY
24'-0 EAVE
HEIGHT BLDG.
15' CORNER SPAN GIRTS
HL I5*W.L.
20 *W. L.
25*WL•
FEAVE
ALL E-17073
E-17073
1-17073
1
Id INTERIOR SPAN GIRTS
EAVE HT.
15*NCL.
20 W.L.
25•1W.L
ALL
2-17076
Z-17076
Z-17076
20' INTERIOR SPAN GIRTH
EAVE HT.
ISKW.L
20*W, 1.
25*WL.
121{'
Z-1
2-17079
E-17079
14;20'
Z-17079
;=7079
-17080
-17080
24'
E-17079 Z-17079
Z -1709
t
B 25 W. L. ONLY
O Y
a r
Or 10 M O Pf O 01 40 In O
r r in 0) m .1 2N a W
25# W
r°
COI. E%TN. : GF;P„ COL. E%TN.
�. .>a - • CLIP A'17068
USEAPPROPRIATE
^ HOLES AS SHOWN
LIP A 1706E c (CLIP MAY OCCUR
USE APPROPRIATE ON BOTH SIDES) COLUMN
418 HOLES AS SHOWN ';.
46
2 4"f .134 Bovs
(HW -563) A GIRT
COLUMN
DETAIL A fya•` /� , �E-T6I1� H_
GENERAL NOtESI�
1. QUANTITIES SHOWN ARE FOR ONE ENOWALL EXCEPT AS NOTED
L REFER TO TECH. DRAWINGS 3T1 S 3T3 FOR ADDITIONAL DETAILS.
3. EAVE HEIGHTS ON ELEVATIONS S CHARTS ARE NOMINAL DIMS.
THE ACTUAL EAVE HEIGHT OF BLDGS: WITH B' OR 10' ROOF SYSTEM.
ARE: NOMINAL E.H. t 0• FOR a• ROOF SYSTEM
NOMINAL E.H. t 2• FOR 10• ROOF SYSTEM
4. ENOWALL COLUMNS MAY BE 7C; OR 10%. WITH OR WITHOUT COL. EXTENSIOK
ENDWALL COLUOAN SCHF(ri11 F
,EC -7"C 1, EF -10%
C04ER FLASHING
~ CORNER FLASHING
x
`w FOR -SA eANELS
60LUMNS, AREILISTED BELOW
wx NO. DESCRIPTION
CNE EXTENSIONREQUIRED
DESCRIPTION
CORN -COL. COLUMN STATIONS
4
FL7,116 X IV - I
14' 2 FL -1113
I
FL -1117 X 14'-11
16' 2- FL -1110 X 6'-I
_2
4
FL -1114X 6'-1
FL-1111 X 10-I
u��
FL -1115 X 10'-1
20' 4 L-111,-1
8
FL-III5 X 10 I
24'11 4 FL- IIIA X 17- li
8
FL•1116X IL-1
1_
1
2
2
2
IF
Q
2
2
2
IF
MA
6 -6 I 1
1
• National Steal -- -__
Products any
Subsidiary of
• National Steel Corporation
i
-
GATE SCALE
7-31-717 NONE
DNAWN
H. W.
C14C1((.0
�.,L,
AI'ITINE[8'
APPROVED
E.O.
Sf1T.
37331
S,
713 _15
'+A•
�i
it
®�
,EC -7"C 1, EF -10%
C04ER FLASHING
~ CORNER FLASHING
x
`w FOR -SA eANELS
PANEL SIDETRIM
FOR 'SC PANELS
wx NO. DESCRIPTION
NO.
DESCRIPTION
le 2 FL -1112 X 12'-1
4
FL7,116 X IV - I
14' 2 FL -1113
I
FL -1117 X 14'-11
16' 2- FL -1110 X 6'-I
_2
4
FL -1114X 6'-1
FL-1111 X 10-I
4-
FL -1115 X 10'-1
20' 4 L-111,-1
8
FL-III5 X 10 I
24'11 4 FL- IIIA X 17- li
8
FL•1116X IL-1
BEARING FRAME TYPE
LIVE LOAD 1111
20•
25'
30
20 25'
40
20 25�
BAY 20 2510'
=
0' I I
I
I
I
2
2
2
w
I'- 6 I I
1
I
I
2
2
2
00
3'-6 1 1
1_
1
2
2
2
IF
Q
2
2
2
IF
MA
6 -6 I 1
1
It' IN I LKM.VKAML HLU U. A] LNDWALL
BEARING FRAME RAFTER USAGE i
s_
1-
LOWER
INTERW UPPER PEAK
SPLICE
I
Z 17003
Z-rT009 Z-17000 G-7164
2
E 7005
L-17010 Z-tTO02 0-7165
T.
rwoa,cn eow,�r :e•T.�p .r,.uwa s•o...
was, Na on W. �( COVErtO •. o..r O* Iry
�w r•oPrnn a Wr,o..,, am
wm,cn co..«,,...�o.o• .n s,ws.n,wra .,.,
WT MpT K R�'..DOUC(D w W'.Ol[ DA w
'w,TWUT
T.
rwoa,cn eow,�r :e•T.�p .r,.uwa s•o...
was, Na on W. �( COVErtO •. o..r O* Iry
v s nTn.n,*a rore,oM cawTv....n'Twwa.
10 E.O. REVISIONS
DATE
Cit
CHKO
LR -70 ALTERNATE ENDMWI.L
FRAMING 9 'SHEETING
A i S 254 WIND LOADS
-
• National Steal -- -__
Products any
Subsidiary of
• National Steel Corporation
i
-
GATE SCALE
7-31-717 NONE
DNAWN
H. W.
C14C1((.0
�.,L,
AI'ITINE[8'
APPROVED
E.O.
Sf1T.
37331
S,
713 _15
'+A•
t, AVG b KU II TVI
THIS GIRT LINE FOR
28' E H. ONLY
I" ENO BAY INTERIOR BAY
24 Ek 28 FT. EAVE HEIGHT
FRAME
EAVE- FLASHING (TYP)
I
END —
PANELING
BACK - LAP
AS REO'D,
-
CORNER
FLASHING (TYP.)
END SAY CARTS
INTERIOR BAY GIRTS
O
m
f
cr
0
J
Ll
Z
a
J
_
-
I
I
I
1
1
I
,
N
r
M
N
0
0 0
v
w
CLIP ANGLE A-17057
_
O
HEIGHT BAY CARTS
�
N
�
O
v
a
O
v
ISM
20'
10'
TNRU
LL
LLO
THIS ADDITIONAL GIRT
o
v
-
REQUIRED FOR 25* W.L.
'
25'
20 Z - 2250
---
- -
------------------------
20'
10
THRU
I
I
20w
25'
29 Z- 2254
mi
v I
N
FRAME
I" ENO BAY INTERIOR BAY
24 Ek 28 FT. EAVE HEIGHT
FRAME
EAVE- FLASHING (TYP)
I
END —
PANELING
BACK - LAP
AS REO'D,
PANEL RIB (TYP.)
7"
`
CORNER
FLASHING (TYP.)
=
w
v
N
r
w
I
I
l
I
I
I
I
(
cr
0
J
Ll
Z
a
J
m
N
0
�-
w
w
z
-
I
I
I
1
1
I
,
N
r
M
�
O
�
N
to
0 0
v
PANEL RIB (TYP.)
7"
`
WIND
INTERIOR
LOAD
BAY
EAVE B END
w
t
_
PSF
HEIGHT BAY CARTS
ISM
20'
10'
TNRU
LL
LLO
Z- 2254
-
'
25'
20 Z - 2250
a a
20'
10
THRU
20w
25'
29 Z- 2254
101216:24,2i Z- 2250
o���
A
25'
14', 20' Z- 2251
__--- -- - --- a �f
20'
TH1jU
2 8 z - zzsa
25
25'
10;8;16',28 Z- 2250
25'
14' Z- 2251
20',24' Z- 2252
=�
l
n E0.
—
REV SONS DATE
— i
WN
]wt0,
SIDEWALL FRAMING 8 SHEETING
/tt 1 wt v.1 at u
w
� tINUOUS GIRT
t K cuuwnLl .p.
(�„ti
150, 20#, 250- WIND LOADS
"rs -NG .No AE��N Co«TUED
-11 IEr+Ei« EMAP« T"E oNOIEa*v�'of ---TONN
srEEr
Na lohat Steel
Products Company"
m
Subs,diary
.moot *s cow".N..No,on rt�wesaAnEs .
BE EE++oo�cEo �« IOEE oI ,N No
--iH
of
• National Steel Corporation
=:
m T TIE --EN AilllO � - NAi�O«AE STEEL
�+DWCTS 00—N1 CE.T.1N EEATU sI
i �-
A
I
IEnEON ANE oI u., BE co.ElEo e1 oNE oI .,oNE
.Noo*«EnKHo�Nc.c.iGic .o«srEwAnTS TIEIEOE
DATE
ID. DATE
SCALE
NnNE�
y OIf_CKI.0
i IIECKI
APPRO/ED
E.O.
SffT.
3T420
No.