HomeMy WebLinkAbout1999 ROOF & WALL PLAN - 00-00032 - Madison High School - New Athletic BuildingI'viATEFRIALS
STRUCTURAL ST EEL PLATE
COLD FORMED UGHT GAGE SHAPES
CE RODS
HCT ROLUED MILL SHAPES
ROOF ANO WALL SHEETS
BOLTS
2. STRUCTURAL PRIMER
bc-INERAL NOTES
A'SD/I D
'49 0.9 AS-17 CR A-5-10 OR Ag-L-,,
A-55170 OR A607
A 2 1 g
A36 OR A572
Z;
A653 OR A792
A3007 AND A7.2-4
Sul in Code.,
-97USC
Live Mw/Trin Red)
20.0 psf
Call. Ld (gravity):
0.0 03f
Call. Ld (uplitt)'-
0.0 ;33f
Wind Sipead:
90,0 man,
in M-.Xo. Cat.:
a
Ground Snow:
.9-4,9. 3 p5
Roof Snow:
05f
Snow Exp. Cat ..*A
C-PiECT'i.10"
M0 INOUSTRY ANOMDS P M 70
1FW 14 ,
Q
II
Seismic Zone: W
- - - -- -
Suj la4 , nq Use Cat.:
4
THM ORAMNG. INMUDMIG 7�4E 1W nCN HIEREQN.
RiUMNS D4E PRQQSM OF W S=S. I COVER SHEET
T IS PWMGM SOUXY F-OR FRECTNG TK MJIZNC
DESCREW IN TINE APPUCABLE PURCHASE OROER AJ%Q
.9� mor SE WODIFIED. R9zRMI1JCM �:R` USED FOR
ANY MER JRPQSC WITHCUT PRIOR WRITrE14
-WPRWM. OF VP 9UWNGS. I
West cons truct: �nc
CUSTGUER I
rME ;E�fid- CONTRACIPCIR ANVOR IM-FECPOR iS SOLMY
REVORSISt—V - ACCURA 4
;N ERECrIM 7HfS Wk4W- RIAMCE 'MTN TWIS
Madison Hich Schc%"...�
LOCATION
Rexburg. T
ORAWNG. !�ETA;ILS 1 IS DRAVANC.
GU CES
100x10Cx2G
V 10 QUIU, ING11Z
C-PiECT'i.10"
M0 INOUSTRY ANOMDS P M 70
1FW 14 ,
Q
II
- - - -- -
(213/4" 01a.A-36 A.801tS
Plate L-104
Elevation=
0 1
(2)1' Dia.A-36 A.801tS
Plate L-8* W-94 T-3/84
Elevation= 1000-0-
D7
(4)3/4m Dia.A-36 A.SaltS
Plat.e L-11* W-6" T-1/2
Elevation= 99'-60
DS
ru
CU
cu
2 1/2 10 PROJEC-nON (U.O.N.)-
So 111 t- S
W-90 T-S/S*
'Ieyatian= -400'-01'q
D6
("9)3/4" Dia.A-3:6 A.Solts
PIA-a L-10m W-54 T-3/80
�loya-ion= 1022"'-0"
D12
NOTE. I P R 0 ,* EE C
4
FLUSH
J
TYPICAL ANCHOR
TYPICAL CO �UMN
BOLT PROJECTION
BASE PLATE ETAIL
FRAMED OP -NING D 1- A I L
Alt r",
C: ... y
sdaled
only 3!3160 tfte Comou nentz fur i2y vp suiloings
Building Code:
LI LO (W/TriO Red)
Ve
97UBC I
f
psmas
20.0 ?
This Grawing, including the lnforl�tion Meroon.
re in le w
I t-000rty of VP Suildi s. nig
Call. Ld (gravity) :
Call. Ld (U131 if t)
X. psf-
0-0 PSf
is arovid" ror Frecting tn autilaing
ae'scrioea '-*n the appiicaois Pura'cl%a 4 Be a
F-V
�UATE
By
c2E=-
SU
C,6,4 r T
Wind Speed:
90.0 mpn
and snail not be modified. riaraaur�.ad
or used for any to auroone wttn3'ut prior
j
Wind Exp . Cat
Ground Snow:
58.3 Ps-f
Written Aocrivai of vp sutijingi. f
%
ML
Roof Snow*
35.0 psf
The
13 ? neeal Contrac&ar and/or Ericttur
a a1z �-esoomsiale for aC=Urar.21 gCoa
40rkmanqnjo
r::'-%
Sn OW ExP. Cat.:
aj%ty in arec,in �nlis
l 6n contarm4nco witri t is
*wings - 9
to
ua
Seismic Zama;
at.:
&tails nLftrarvnced in arawln%
a 11 aqql�qaola VP 361'a-inas Zrect'.bn, Oe's ai
:3
Mac!i S�n x 10 00 x
Building Use
Aux%liary L,rte a(IS
4
NCNE
41%d *,� 4'-.=st!"/ stanCarld "4�9PtaZn4AC �,
coar -31-ectionni ro d t
oracinq
IN T S War
So 111 t- S
W-90 T-S/S*
'Ieyatian= -400'-01'q
D6
("9)3/4" Dia.A-3:6 A.Solts
PIA-a L-10m W-54 T-3/80
�loya-ion= 1022"'-0"
D12
Ek
C3
c%
A
1/4
PRIMA RY
SEIZE
CHART
A.25-A
SCLT CONNECTION CHART
FRAME CLEASANGES
at Frame Line i
Estimate
PART-NO
FLG.1
THK X
WO
T
WES HK
D EP T H 4 . L Nc
AP0q0X1:ZHTp
ty Diameter
L,angtn
inlst)edl Floor Eleva-ttiacir,
ffi
!00'0"
SEE A325 aOLT CONNECTION
START/ENO LENGTH
1
4 1/2
1 1/2
3!31-ta
no Camconents furnivneC y 'IV
Oce- i
'0 5a
x
0
2 0 15 9.
8.5/8.05
1,9.7
2
4 3/4
1 3/4
0.0;;sf
FLIOCR2
STRUCTURAL JOINTS USING ASTM A32-9 OR A490 SOLTS4 SECTION S.(d)(13
'TURN-OF-NUT TIGHTENING'.
®
Coll. LU Cuolirt):
0-0 Pst
iz -1rovidec PC4- _bct`r#3 tfte aullivV3
;;Sa ribod in tr%* a001
=-On T
Zrucrt�,*n
2.
USE 1/2* DIA. A307 BOLTS FOR PURLIN TO FrRAME. GIRT TO FRAME. ANO sjAT TO
WId SpeeO:
9c.0 Mon
B
ano anall qat :pe "001fiec,
or wseo t 5 ouner :x�,*se >rtor
DCR3
-082
X
0
2@.082
8 15/8, 6
1
4
4 3/4 fy
1 3/4
INSTALLATION OF ADEQUATE TEMPORARY EIRACING FOR USE UNTIL CONSTRUCTION
Y.
THE
Ground Snow:
Rcof
305. 0 p 5 f
DCR4
.082
X
5.0
2@.082
B. 6/8. 5
, 22 1
5
4 1/2"
1 1/2
FL tDCR6
105
x
5.0
2@.105
8.5/8.5
24.5
4
A 1/2 15
14
1 1/2
occi
.059
x
5.0
2@.059
8.5/8.6
16,7
7
4 1/2"
1 1/2"'
DCC7
.065
x
0
2@.0655
8.5/8.5
19 .9
8
4 1/2
1 1/2
C
CC8
. 082
X
2@082
.
8..5
5/8
23.2
9
4 1/2
1 1/2
OCC9
.082
X
5.0
2@.082
8.5/8.5
23.2
cc X 10
.000-5
x
5.0
2@ .06-053
8-5/8.5
19.9
ij
A
A 4
A
27.
C3
cu-- clu cu
cu
ca
C)
cu
ca U_
U_
U_
ca
UL
CU CL__
ru cu
U_
OCS3
CF?4
LL.
-7 X
j
ca
U
U
U
ru
cu
ru
-Ole
102*
102 -0"
101221 -01*
_2_0 -0
,Apfto% a 'Moo
Ek
C3
c%
A
1/4
13/164 levation
E
at Frame Line i
Estimate
Only Nct I or
L
Cons-�-ruciicn
2 -9 _31A CHART
SEE A325 aOLT CONNECTION
on: ba3a.ca Prajky: 895 Bldg: I Plane,* 8
ThIS Orawlng
3!31-ta
no Camconents furnivneC y 'IV
®
A325 HIGH STRENGTH BOLTS SHALL aE TIGHTENED IN ACCOSCAMCE WITH THE
-SPECIFICATION
Suildins Code:
Live Ld (W/Trlo Red)
97USC
20.0 P57f
Th!3 Crawing. lincluding ---I-* tnr*rVat1'*n ler-qlm%
remains tne W-00erty rrame Elevation
NOVEMBER 13. i�385. ALLOWABLE STRESS DESIGN FOR
a I l Ld (gravity):
0.0;;sf
'CA
STRUCTURAL JOINTS USING ASTM A32-9 OR A490 SOLTS4 SECTION S.(d)(13
'TURN-OF-NUT TIGHTENING'.
®
Coll. LU Cuolirt):
0-0 Pst
iz -1rovidec PC4- _bct`r#3 tfte aullivV3
;;Sa ribod in tr%* a001
=-On T
Zrucrt�,*n
2.
USE 1/2* DIA. A307 BOLTS FOR PURLIN TO FrRAME. GIRT TO FRAME. ANO sjAT TO
WId SpeeO:
9c.0 Mon
B
ano anall qat :pe "001fiec,
or wseo t 5 ouner :x�,*se >rtor
T
qWISE. NGTHS.
CLIP CONNECTT40NS UNLESS NOTED OTHEI SEE JOB DETAILS FOR SOLT LE7
Wind Exp. Cat..
58.3 W
Written Aopeovaj of VP 3U11.1
Mac Hi CM Sz4c-,'-A%-j c
0 1 SO
3.
INSTALLATION OF ADEQUATE TEMPORARY EIRACING FOR USE UNTIL CONSTRUCTION
Y.
THE
Ground Snow:
Rcof
305. 0 p 5 f
rn* G4rnepr!%11 cznt.-sc-,or E:-
Cos
IS COMPLETE. IS THE RESPONSIBILITY OF ERECTOR,
Snow Exp. Cat
Seismic Zone-
I
Qua I 4arxMinsAin tn
� 'i n,
Bravings MS
_extur2,
Vp quILDIINGS,
I
4 G
1 7
all aqgli5acle'vp
G maciscn 10cxln^x"c
-OU - -_ 10AR03
------ 11-14
PAGE
Suilding Use Cat.:
4
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SHAMING
SIZE CHART
(" 9
.j
OL
COT
ir�r
L
QA jLd
'ME CEARAN"—
t Fin z I -� g � f (t��m �� use o t
{
1 F-L G X
WO
W E"B' T H K
DEPTH
3
q ey��q D
is -.x
C
1 �
La LO 0
occi1
e w
Uj
C®
In 03
31A
1
3/4
1I
405
,-,1 �
2@.106
8 . �vT ®
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�t
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C
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s
2@.082
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m 0
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. Y
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.
8.5/8.5
a
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.082 X
s 0
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1/2
1
1/2"
,qy (�
1�1' 4�
.082 X
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102
r
—0"
t f w
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®
€
® ®®
100
'—
i
4
g
�
4
Elevation
at
Frame Line Estimate Only Not; for Construction
SEE A325 Li CONNECTION T
` c k Plane: 12
Tri2a ®rawing.. is saaiad as
to the czmounent3 fur9ittShed ny vp 3u2idirtgs
.q�et
p�
A325 HIGH T Tai CLT SHALL TI C€ I AC � �� WITH T�
SL, ildi Cod
{
This Drawing. including the 1nfor�" t.. *n � a
r ins tae, aaer*y of Vp suilai m
Frame .
g�''gg''
NOVEMBER 12. J9,85. , ALLOWASLE
Lad '�'
�� �. ��a� tvr� ������� �Z�zz�
��Z%II,�
q
STRUCTURAL X A3 -49 T S TI s( l(
a
q � 7 $$tt O
Call. �... ��i F @ •'4A' p
�
h �g 9 ®,mss order q
� .l $6 9b`�Z� � Pu xm s of de
n West Construction, r r�A'
51- RS LB g..
2.
�.
U —OF— `� TI €�T I �
USE i BOLTS FOR pU LI T FRAME. GIRT FR GIRT
A nd Q
ana 5 azx not t) oxfxea. i-enr�u c
or a for an other purpose ,pi
-._
_
- -..
-
OTHERWISE. S OTA IL F S LT LENGTH . CLIP CONNECTIONS UNLESS NOT
SS ACING FOR USE UNTIL CONSTRUCTION
'
is n al l and/or ���
Rextur5,,
3-
INSTALLATION OF ADEQUATE TEMPORARY
Scof Snow:
is soonsioa aczurac- good
in
3 �ssIII
THE IS
�.
e
ua zyrx fi
� t t^ r. �T
��r� " �Lic rawi a e
� ?
must{ r`"'�, � ®o
3 :r. iY r3 Cat.:
'.
+3 .& I 4LTdnaard 1InQ
Ej
C
CU
Oil
M,
Ijfi
A
On: bO33.ca Prajky: 895 Slag: QZT=- P
ji, an
Building Code: 97USC :rawing. inc'.Iuajr-�q tnif i4!-
i. A325
PRIMARY
FqAMING SAIZE CHAP-11-
A-12154
SOLT CONNECTION CHART
F R A m E C, L E, A NCE
Vert ic I Clearankc-4e
Under
97 r T. E. a z-
X �54 1 2 6
rtma.,rts Buzialn'sal.
-P -Aar, 9=-"%
0 A TE
PART-NO
Fii-G -1 HK X
WO
WEB TH-K
DEPTH APPROX.SHIP
N a a ty
Diamet.-er
VAs
Length
2 114
a
Fin isned cor --JevatJ,
mn
I! - - I
_Z2 t,
OTURN-OF-NUT TIGHTF- NIA G'O-. IRT TO
2. USE 1/2a 01A. A307 BOLTS FOR PURLIN TO FRAME. GIRT TO FPAME, ANO G
% ! /,-4
90.0 mpm
OP '.1se-a ?= MW ;)tj-je�- or I 1
.4
rl . .....
7:W-
CLIP CONNECTIO NS UNLESS NOTEO OTHESWISE. 51E jOB OETAILS FOR SCLT LENG"9'HS -
�ON
0 F ACEGUATE TEMPOSARY SPACING FOR USE UNTIL CONSTRUCT I
START/ENG
LENGTH
e x 11%VP BUILDINGS
!;RA01
3. iNSTALLATION QNSIaILITY OF THE ERECTOR.
IS CCMPL-TE. IS THE RESP
Snow Exp. C a t,&'.
seismic Zani:e
3
x
7.0
-2 5 0
-
Building Use Cat.:
10
31A
CX I 1
F1 2-REX i
x
7.0
250
49.1/24.0
15. 0
2
1/2"
X
7.0
164
24.0/24.0
10.0
4
to
3/4
2
f
MP NO" %0-154
FL2_RE3X 13
.9 / i
X
8,0
.188
2 4 . 0 / 3 7
2 0
22
3/4
2 'A
FL2RBX14
5/16"
X
8,0
188
37.5/24.0
25.0
MAJW—CL qft%#ze MAC= C" Vv=
15
FL2RBX
J/24
X
7.0
164
24.0/24.0
10.0
i "A.Ert- NP$GtZ :-T-QmCX aRAMS "V- ;kl
VAC,= A.-mE
i2a
/
X
7.0
.250
24.0/49.1
15.0
*1eme'St A
Cx1i
1/2
x
7.0
.250
12.1/48.8
15.9
A
1A
4
40
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— — — — — —
— — — — —
—
11 — — — — — — — — ® — —
— — —
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On: bO33.ca Prajky: 895 Slag: QZT=- P
ji, an
Building Code: 97USC :rawing. inc'.Iuajr-�q tnif i4!-
i. A325
® STRENGTH BOLTS SHALL BE TIGHTENED IN ACCORDANCE WITH THE
'SPECIFICATION
Live Ld (W/TrID Recl)
2: p 0 P!I.f
rtma.,rts Buzialn'sal.
0 A TE
NOVEMBER 13. t985. ALLOWABLE STRESS CESIGN FOR
USING ASiM A325 OR A490 BOLTS" SECTION 8. (d) ti)
Call. Ld (gravity):
(Upliftl:
0.0 Pst
0 05f
*.25 zf---VtC*d oor 3u� T
REyjr-AVj-aY
1;AjTi -=3
1-2ton West IC-.4rst--ruc �--zjon, TnC.
4 J/C-4/G8
STRUCTURAL"*JCINTS
Coll. Ld
.0
and srta 1
OTURN-OF-NUT TIGHTF- NIA G'O-. IRT TO
2. USE 1/2a 01A. A307 BOLTS FOR PURLIN TO FRAME. GIRT TO FPAME, ANO G
Wind Speed:
•
Wind Exp- Cat.:
90.0 mpm
OP '.1se-a ?= MW ;)tj-je�- or I 1
.4
rl . .....
7:W-
CLIP CONNECTIO NS UNLESS NOTEO OTHESWISE. 51E jOB OETAILS FOR SCLT LENG"9'HS -
�ON
0 F ACEGUATE TEMPOSARY SPACING FOR USE UNTIL CONSTRUCT I
Ground SnOW:
Rcof Snow,
;.--a .3
35.0 P514
e x 11%VP BUILDINGS
!;RA01
3. iNSTALLATION QNSIaILITY OF THE ERECTOR.
IS CCMPL-TE. IS THE RESP
Snow Exp. C a t,&'.
seismic Zani:e
3
all V . E�l 0-1c t:
ocx C x VARCO
Building Use Cat.:
4
and I., sc
r --za
wl 4
m
03
C13 LL
L
U_
-
CU
-�
a
_
4
i
k
4
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-m, a
F .222C 77 0
iii% e
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� 9
j
1
a o
A
i
—�
�®
6
q
,c
*
-7 7/16*
E
t
'-4 wW :.. `
a
Elevation
at Frame Line 3 Estimate
Only Not if or Construction
A
SEE A325 SCLT CONNECTION CHART
3 leas,
C � z ly 34 to the Co onents rc�c�r,imnect by vp �uild�
t:
•
HIGH - a - STRENGTH qq�[ (�q� q('e�egy qy.4�. �(�j T jag, yg�, WITH g}wg; q�y�
4rd TI c -�'4�d k 'hd 0 e®tr.- SHALL 4�.. M ® i P'"sp� +b ® Po a �3 1
nSPECIFICATION
d 7
Building Seb tlt
Red) 20.0 p5f
or awing. t�
�+ tdY in including :s89 information horse p�
9 - Miy
m 9 1tl!� 8 4� 9 icings
tl
..
NOVEMBER I.3dq 198,5. ALLOWABLE STRESS OESIGN FOR
STRUCTURAL JOINTS USING ASTIM A325 OR A490 BIOLTS* SECTICN a. (a) ill
Call. Ld fcirayAty): 0.0 PS
((
i
1h is oravided for Enecting the suilaiing
REV
OAa
Y
43
p��
'CA 7,=_
URN—O ®NUT TIGHTENING
Cal : i f 0 tl
s iL�
a Ca°i0e in the a c 'e h R� er
��L� d
4
!t
t,� � �p� � �
1"� 4 e �*,
tl
-rte GIRT
t 1/24 T T T T'
OTHERWISE. DETAILS �a6Ti. t
CLIP �m
CONNECTION NOTED S UNLESS
a a 0 n
" C'G a P�
Cat . *
11ai9
� t5 of 00 o f f f act rkeoroauc* s:
or used for are the
*
�� X13 ifs
�i a
��. '�
CUSTCH
_.
a
°�
w_
gyq
C
i i
�++'py�1
-rte '�
g7�q jg {{�p(��q g��j� 8S ACING ��
� %`� r� � a
�m
�"'y y
@ } v
.� q. e
a
��
:.,:
7¢,��. p 94 r�yp'u'#
[phi OF ADEQUATE �m UNTIL
y
� V I P-c. 5�P 1 ° +i' 1 '1 dPe �@ma +�'° 9 4 !m•�. CONSTRUCTION
:..: �$ "pp'
Snow:
Con py �q
The '�ab bS.Plsd �i Vag and/or E J py,
ry g ®p {y B 814iV kd'f � b64 : 1..
_ iIC9�R $ for accu ata., �
a
�
r
T RESPONSIBILITY F T ERECTOR.
I �� Thal
4
ivy ri nor is ,n er!Tc t i n _ tries ,,
91-3wjn�
Seismic ione: 3
l e l r� r r° c in tM s Qr°awin ,.
all 3Q 1,C30
mss, P4' Yt7P4' �� 3
a
� `. a m A. � � tl ill
�,
d «a �� �
a
j - a�P
.
ie
a
.g pq�p g� y� �
���.lJ�e ��7 Cat.
� �i Lit�td��d f ���f��� p��d`_�it�ati C�
.. «.. .r, .-.. ,,q ., .. .- ...m_ <f.. _ a ... Y._ _..
�RtFt FA'Fa.a".
-.
_
�. �+
x
t
'f
,s
t
i
4 l q
e
aj
2
n
t
RPAAMP i
FRe�MI.
CHART 1
,� �
BOLT C��N 1 I'l�N
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SECE A32-50 m-CL117 CCNNtE CHAR
® bC33.ca Praiky: 895 Bldg: 4 Plane: it
tea. a argly 1% 7:3 Vis =aAaarfen:3
A3 STRENGTH BOLTS SHALL BE TIGHTtENED IN ACC-Se..u� r
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NCVEMSER 198.9. ALLOWA8LE STRESS OESIGN
L 2 Y e L.21W/Te-_Id Retcl
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CLIP CONNEcTIONS UNLESS NOTED OTHERWISE. _� o _�� 4 -
JOB FCA S LT
INSTALLATION OF A0EQUATE TEMPORARY SPACING ?--OR Us-C
IS THE RESPONSIBILITY OF THE E
L« ESECTOR,
W;; "n ea
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9
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i Construction
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q -- — — — —
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Live (/ � r to Red)
20.0
n�� ���
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cc
e Q
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rn
t i aravided for &acting tno asux.laing
described In the acglica ie cb a Orley
cn
M
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C
GATE
1J 04 9
1n
C . mph
and 3na15 not. Do di Pik rearoo4cad
o used fear° any other° ; Dca witmout prior
X
UC
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seismic Zone-:
11
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This or-awing Is Saalad
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Co the Components furnished 73'x/ VP Mild:. gs
dui ldin Code
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his Fa in . including to orm,ation her o
QUOTE
Live (/ � r to Red)
20.0
n�� ���
Call. Ld (gr av t
Call. Ld (uplift):
e Q
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t i aravided for &acting tno asux.laing
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�
�
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GATE
1J 04 9
1n
C . mph
and 3na15 not. Do di Pik rearoo4cad
o used fear° any other° ; Dca witmout prior
CUSTOMER s
T EME
Wind Ex q. Cat.:
Written hporoval af d 3uz1din
r�b
'
� 4
3
The tiers ra x contras ar and /or Ers tar
is aaIna �� r� �t fc am���r� a
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Roof Snow.,
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w
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e
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..
seismic Zone-:
i
�► �nq ®�� �m.>� ern � . � tills
g 1
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�y p�
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r
-
4091 son j {� 0 0
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On: bOZ3.ca Prcjky: E195 E31dq_: I Plane: 6. 7
I
pCO BRAC16NG
MARK
L E-114 G T H
OiAm
97USC
20.0 W
�TM3 Oriwing. includIng thw intorm4t.'on nerecn
-main* the propepty Of Vp auildings. .
9/18
Po
61;002
276-8
1-14*
0 _3
r5RU-03
--o
or used f or any otlier purzo!3e -_m
written A00roval of VP suilaing3.
3/8'
7ROOi
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S
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OD
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On: bOZ3.ca Prcjky: E195 E31dq_: I Plane: 6. 7
I
-2-4
Est imate' Only Not f or, construction X**
3 orawing is sealed only
C13 tnd C-3MOUnenta ?urnigned Dy VP BU134ings
Building Code:
Live Lrl(W/Trin Ae(l)
97USC
20.0 W
�TM3 Oriwing. includIng thw intorm4t.'on nerecn
-main* the propepty Of Vp auildings. .
Call. 1-d (gravity) :
Call. L-d (uplift)
Po
tt 23 pronto for Erw-�Ct'nq tme But"10%ng
OeSCribed In 1
Wind Speet3:
90.0 mpn
01
tMeapolica*40 Purcna
and sAali not a& moulf,30. repr��Cu '20
-'�
11t
Wind E Cat--
13
or used f or any otlier purzo!3e -_m
written A00roval of VP suilaing3.
Ground Snow:
Roof Snow:
518.3 P5f
psf
The 5101ral Contractor analor ErecIr
i-3 301et r'iTsocnslale far
Snow Exp, C44.
-15.0
3c--tlr ate .; good
Ua 11 ty ,a L
Y rkman4njo in ef-ecz..nq--'riv
ullalmcp 'n
min
Seismic
3
conformance witn :..%Is
tails C
im
Zone:
A
al O
l ec
Er- f & t 3 1
E.
04
Ci
— —
— — — — — — — — —
-2-4
Est imate' Only Not f or, construction X**
3 orawing is sealed only
C13 tnd C-3MOUnenta ?urnigned Dy VP BU134ings
Building Code:
Live Lrl(W/Trin Ae(l)
97USC
20.0 W
�TM3 Oriwing. includIng thw intorm4t.'on nerecn
-main* the propepty Of Vp auildings. .
Call. 1-d (gravity) :
Call. L-d (uplift)
09 0 p5f
0.0 pst
tt 23 pronto for Erw-�Ct'nq tme But"10%ng
OeSCribed In 1
Wind Speet3:
90.0 mpn
01
tMeapolica*40 Purcna
and sAali not a& moulf,30. repr��Cu '20
-'�
11t
Wind E Cat--
13
or used f or any otlier purzo!3e -_m
written A00roval of VP suilaing3.
Ground Snow:
Roof Snow:
518.3 P5f
psf
The 5101ral Contractor analor ErecIr
i-3 301et r'iTsocnslale far
Snow Exp, C44.
-15.0
3c--tlr ate .; good
Ua 11 ty ,a L
Y rkman4njo in ef-ecz..nq--'riv
ullalmcp 'n
min
Seismic
3
conformance witn :..%Is
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im
Zone:
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al O
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-------
CECOINCARY
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anlY 31 to
MARK
LENGTH
THK
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his Orawing is Sealad
anlY 31 to
tha COMOOMOntS fuPnl3n64 tY VP 341ldIM99
Building Code®
7UBC
This 0 awing. inc luding the Int I rmation hereon,
Roof
Secondary
JOB
Llye LC (W/Trlb Ped)
20 a 0 PV
"Mains the araperty of VP 3ul swings .
Call. Ld (gray itY):
Call . Ld (uplift)
0.0 Ps f
0. 0 os
it is Proviand foe erecting tmesuilotng
describea in the 400licable, Pur �hass Crtler
REY
i0A1-E'E3Y
OESC.
SUILOER
Teton West Construction, Inc.
aATE
11/04/98
Wind Spe ed:
90 .0 mpm
and snail nor 08 Mo ld ifled, fllear aucsa
or used *or any otrier purpo3e w*tnout Pr tor
TIME
Wind Exp. Cat.:
written Aaproval of VP Sullaingi.
i
Madison son Chao
Hish S
09: 17
Groun,d Snow:
So 0 f S11 0 W:
58.3 Psf
35.0 Psf
The 711 Contr-ac or and/or E�4ctor
Is 304NI'lly, "soonsiolm fir acaurita. good
i
LOCATICN
ReXby M
Snow Exp. Cat..*
Idincz sn conmrm4ncep wits r., Vs
pqajE:-, T
VP BUILDINGS
Seismic Zone:
4
3
4
16 1 e vp au i t a -.ngz er,!4,7—i on t.-e t -2.1 la
and '31� cusiny stanaartas 0
4091 Madison 100xJ00x20
VARCO—PRUDEM
PAZE
Ejuilding Use
'K
?ertsint
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F'.
V
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100 -0
v
X--X-X,Est1maze Only "Not for C"'onstruction x
s
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y
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97USC `
20 m 0 Psi
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Call. Ld (gravity):
Coll. L d Cud f t �
t
f
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C�,� T
ey
PRR3
r
C
R ()
ind S d:
9Q a 4 mph
an snail not 0 modified. re ar-06u acs
or waca for any otnee ouroos without r iap
T
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1
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t
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3 m
e REDO (3A)
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Building Cade'
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97USC `
20 m 0 Psi
This Ora 1n p Incluaing the Info mation nereon,
Pemains the pro ettwty of VP Eluila$ngs.
Roof
Sh==tinq
Call. Ld (gravity):
Coll. L d Cud f t �
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a scil i ed in We � i cad l e P'ur c � ardor
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ey
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4 � 01
ind S d:
9Q a 4 mph
an snail not 0 modified. re ar-06u acs
or waca for any otnee ouroos without r iap
° T"'
Wind EX P. Cat.:
ittan, Aacr oval of VP Buildingali
'AaC-1san Hi on
Ground - Snow
R o �
58. 3 Ps f
3 m 0 f
a
e q n ral ontrnc or and/or Err- ctor
�0 a 1 ���a� icy for �u� ca cl
-�
- U U r
Snow Ex p, Cat.:
yin rkman To in ere 1n i 1
� � �
a
BUILDINGS VP
Seismic ZCne:
Suilding iat.:
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e ra l - Plane: 2
This Or-awing g is sealed only as' to
the Camoone tl furnished o y VP s ul a2 in gS
Install ttin � �3 Ll 1
Building � �� )
ihta Ora inn. Jn4 :ludjnq the information h eon,
remains tt� RF���°t� �t slairg
. ALL SHEETS A A i TE ORAL T THE STRUCTURAL
'
1 Ld (gravity):
.0 psi
I
REMOVAL O ALTERATION ( AUTHORIZATION I PROHIBITED.
s
call. Lc (Uplr'ft)
0.0 Asf
Zt c p �� i
± %d i� t, o Sui idin
Aas Qr0er
a JOB T FASTENER SPECIFICATION.
Wind Speed®
a m
and sAa i i not * d i tea. epruducad
m PRE —C LLI / ' DI M T HALES F WALL T UCTU L A TE A
Wind Cat-.
or used for anv other o c pone, 1thou Prior
Y L I T GIRT S, NESTED I , ?
p a
p
Wrttan A orivai of VP suilzin .
LOCATIONS. FOR CON RiSTRUCTURAL BED
����d Snow,.
Roof Snow:
�
The G aQn roc or andlar kr gctor
x 'Asan
la (lasoo z xa ie for accu , ate. goadl
Snow Exp. Ca4
I
lit
� q nja in erect ;X# this
ui ain� »n con orma c with t, is
Seismic � t
� �r t'erepenc_ !njj tM% ordw2n
i m� 1 � C a` io a s 7p Rk e 9 i rl i ctla c
a
- ------
EE7:NG
F7:0 MARK
L EN G -: �
c Z Lc P. .4 I.,S?- I
EG
N
K
C C L (F -7 N �` SH
- o ®
P i c
4
7 ✓.4-
a e- I a - ar-nze
-v--an WIhIte
(KX' &- I
_4
25
7/1
E
a,: C a 3 11
Lj
927
7/ 15
2
1: a n W 16. a
RXF
27 -7
7/ 4. 5
rZ
an
NXI-41
K
c
-84-1
7/!904
�4- +%. f. ;
a i-oar- B., anze
an loih
OKXU
dad -7
7/1.e
U
t= W�4 an Im h. i em
(KXLJ
PN)CL-)
7/1
i an W h At `6' 3,
CK XU
P w 17
21
7/ 1 E
;=W 4
41'. i n WWK11PI
NKXX
5® -10
V7/V
j
_) j
00- 4
4=4
5
aa
�
n h A t
XXLIU
70-4
15 a-
p g
-;yptian 'elh i It
(KX.')
/ 1;z
an 'e(h i t e
(K XLJ`
P, W 2- 2
a.-4
2=
r a y p a n Wh
20'-7
VIE*
E-gypt, i an Igh 1 t
(KX.Ll
FRWA
23'-4-
7/10-*
25
E!-3 y p an White
'.<X!
% -i
-7
7/19-*
;-z--yptjan Wh i
(KXU
PqW6
240-1
7/164
25
Egyptian W"h I t
CKXLI
p RIO
240-7
7/16*
^, tiara Mite
OCXU
PRWS
*
25-1
ViSo
25
'gyptian White
m
(KXU
PRWS
25 "-
7/iS'2
25
EgYotian White
O(XU
- ------
- ------- i.-,j_14
F7:0 MARK
L EN G -: �
c Z Lc P. .4 I.,S?- I
- o ®
fKXl I
a e- I a - ar-nze
P a C a n :3 n z
a,: C a 3 11
Lj
RXF
an -nze
a
2 31
- 0
PA� — - "T n Z Lx
a.A
atri-� %*
K
c
RSC20
�4- +%. f. ;
a i-oar- B., anze
4d
r2,3
L
4 rFi A
.4
ar
Pa -ranzo
PN)CL-)
i
P a -nz!e
WALL ELEVATION AT WL Xx* Estimate 00"'nly
1. q
NOt for C"'onstructi on' **-x
A
FPAMEO OPENINGS
,MARK
L TH
THE
T
LENGTH i N TH
'
- t—O -�
,SARK
LENGTH
TH °,
r
TH
��
2a— 2
a
7 * -7 4/2" a m5
Wi
�� ° � �
m0
.
CI
1/24
,059
8.
Z gH — .059 a
5a
a
CG2
19
i`— 3
e
JA BL
WIS
°— � �
.059
C5
Q' —Om
8059
A
JAE
Geis
1' -5O 4"
.0 A
G A O10
ICAO
0' —�
R
ZG1
a'-� /40
�
a
ZG17
6 -10 1/20
ZGIIS
is°
3
a
6A '
clu
1
Q 4=
I G
4-
vE
RRC20. S::C= o
cm
C2
RRC20. S::C= o
A ^p a
—00
WALL ELEVATION AT WH Est ]m M L e On ly
0 Ivr
MCL
/0-N -
f I
I ff
�Not for Const-ruction x**
r A A
F.A3A. PRF1
cm
A ^p a
—00
WALL ELEVATION AT WH Est ]m M L e On ly
0 Ivr
MCL
/0-N -
f I
I ff
�Not for Const-ruction x**
r A A
F.A3A. PRF1
-----------------
----------------
LENGTH
MARK
Lk EN G T H THK
COLOR (FINISH)
Z:t i3 01v-.
PR la
e6v-1 7/160
26 Egyptian Whit e
(KXL)
Pfd 1i
26--7 7/16-
26 Egyptian Wri i te
(KXLI
PR W12
27*-1 71160
25 'Egyptian White
(KXLJ
Pq1Wt3
27'-7 7/160
26 EgyPtian White
(KXL)
PR 14
28--1 7/106-
eo"- 5 Egyptian White
(XXLJ
PRW15
22*-7 7/iV
2s 5_'g y p t i a n White
(KXL)
PRWIS
22`1 7/iS*
26 Eg ian White
(KXL1
PP i7
21*-7 7/160
r-. 6 Egyptian to
(KXL)
PRWIS
214-1 7/15*
26 Egyptian White
(KXL)
PRWis
61-io
25 Egyptian White
(KXLI
PRW2
2G'-1 7/16*
26 Egyptian White
(K XL)
PRW20
7*-4 15/15 oil
25 Egyptian White
(KXL)
PRW211
76-10 j5/W
25 Egyptian White
(KXL)
PR 22
8'-4 iViV
25 Egyptian White
(KXL)
PRW3
20'-7 7/16*
26 Egyptian White
(KXL)
P 4
23'-1 7/16*
26 Egyptian White
(KXLI
PR W5
23'-7 7/16"
26 EgyPtian White
(KXL)
PRW6
2A'-1 7/16-
26 Egyptian White
(KXLI
PRW7
24'-7 7/16*
26 Egyptian it
(XXLI
PRW8
25*-1 7/16"
26 Egyptian White
(KXLI
PRW9
25'-7 7/160
26 Egyptian White
(KXLI
On: b0a3.ca Projky: 8195 Bldg** i Plane: 3
i. Install Sheeting Fr;am High Point($) to Law Poinit(s)
24 WALL SHEP-TS ARE AN INTEGRAL PAAT OF THE STRUCTURAL SYSTEM.
REMOVAL OR ALTERATION WITHOUT PRIOR AUTHORIZATION IS PROHIBITED,
3. SEE Joe OETAILS FOR SHE-MTZNG AND TRIM FASTENER SP5CIFICATION.
2. PRE-GAILLrNG J/B* OIAMETER HOLES FOR WALI STAUCTUAAL FASTENERS
MAY 8E REQUIRED AT 11 GAGE GIRIII'S. NESTED GISTS. GIRT LAP
LOCATIONS. ANWOR SECONOARY STRUCTURAL BEAMS
FOP
MARK
LENGTH
COLOR
(F I N j". S H)
0.0 p
Z:t i3 01v-.
CT20
2 0 " -.w
Patrician
Bronze
(KXL)
We snall -lot no
EARL
Patrician
Bronze
(SP)
39nral :Qntj_Wt;:1r arpd/=
EA3R
35.0 psf
Pa , ?I.: r is i a n
Bronze
(SPI
--n :Z3
PRFi
Patrician
Bronze
(KXL)
.5111L
RFRIO
to'-a"
Patrician
Bronze
CKXL)!
RKFiG
ISO-V
Patrician
Bronze
(K XL)
RKF20
202--F
Patrician
Bronze
(KXL)
RRC20
Patrician
Bronze
(KXL)
SPC 20
Patrician
Bronze
(XL)
1
DF14
14 * -31's
Patrician
Bronze
(KXL)
i
HT i4
JA11-6m
Patrician
Bronze
(KXL)
I
JTt4
14'-V
Patrician
Bronze
(KXLJ
WALL ELEVATION AT WR Estimate Only Not for Construction **-x
his Crawing 13 Sealed only a3q to tne Camvanemz3 hireTz.3pea -.7 • 3U4,: 1 znss
Building Code:
Live Ld (W/Trib Red)
7U
20.0 psi
m.
r fts t" Ar-wel-ty at 'do 3u;'a _
Call. Ld (gravity):
0.0 p
Z:t i3 01v-.
Coll. Ld W131 i f t) m
0,0 p
3r
desc*_axed in Z-1v
Wind SpeeO*
90.0 mph
We snall -lot no
Wind ExP. Cat.:
of usec �or any
Ground Snaw:
58. 3 p
39nral :Qntj_Wt;:1r arpd/=
Roof
Rof Snow:
35.0 psf
'rho
Snow Exp. ca t
--n :Z3
Saismic one®
all
Builaina Use Cat.;
.5111L
------
SECONDARY
------------
MARK
LENGTH
THK
OEPTH
CGAA
C IG 4 5
24--il
1/2"
0 730
ZG4 8
24
j/2
.06-
ZG49
24'—il
1/241
.055
-1
LO
VI
cli
low I Q 4 4 5
"—
=J
Wmam
Not for Construction ��
El
.10
12'
_
' 131
REGO
°
Building Code:
97USC
tp.c!_tjcip9 the 1,
!p
and snail, not in vcc,.:�iam
Ground Snow:
9.56.3 psf
LZCA 7
_4
Roof Snow: do
LOINGS
Snow Mxp. Cat-.
r7
% I L Only � Not for Cons-ruction WALL ELEVATION AT WB x** Esttimat:e
A 3
MARK
I-ENG TH
T�K
'H
7
z a
24- -tea
r - - - - - - - - - - - -
- - - .® - - - - - -
Z A-
ZG A 9 ZSAS
ZGAS
% I L Only � Not for Cons-ruction WALL ELEVATION AT WB x** Esttimat:e
A 3
- - - -
- - - - - .® - - - - - - - - - - - - -
- - - - -
r - - - - - - - - - - - -
- - - .® - - - - - -
ZGAS
ZG A 9 ZSAS
ZGAS
Z 4 IS Z G 4
Z34-8
-;JA4
(:22 A
'34,4
CIZ
t
— — — — — — — — —
— — — — — — — — — — — — — -- — — — — -- — — — — — — — — — — —
— — — — • — — — — — — — — — — — — —
— — — — — — — — --
% I L Only � Not for Cons-ruction WALL ELEVATION AT WB x** Esttimat:e
I
On: b033.ca Projky: 895 Bldg: I Plane: 5
i. Install Sheeting Fram Right to Left
2. WALL SHEETS APE AN INTEGAAL PART OF THE STRuCTURAL SYSTEM.
'ON WITHOUT PRIOR AUTHORIZATION IS PAnHialTEOo
REMOVAL OR ALTERATE
3. SEE JOB OETAILS FOR SHEETING ANC TRIM FASTENER SPECIFIECATION.
2. PgE-CRILLING I/a* OILAMETER HOLES FOR WALL STRUCTURAL FASTENERS
MAY BE REGUISED AT It GAGa C71STS, NESTED GIRTS-S. GIST LAP
LOCATIONS. ANVOR SECONCARY STRUCTURAL aEAMS
114
WALL ELEVATION AT WB Estimate Only Not for
Construction
This Drawing Is Sealed
only ass ea
tile Cuffloonents fur"15hea VP aui lalngs
Building Code.4
LAve L13 (W/TrIO Rea)
97USC
20.0 pst
Is Grawing. including the Information hereon.
tn& PrOQol-ty Qf Vp SUilElrings.
Wa S h e e. t i n 9
Call. Ld (gravity)
Call. Ld (U13 I i f t)
0.0 psf
0. 0 p5:1
It iz providara or F-r-ecting tne suilaing
oescrioacs In une, aoolicaois ;3urcnasa order
sy
0I !ESC
-
E1U ZL43ER
Teton West Cons trucift 1 an. inc
0A TE
winci ®
go. 0 Mph
ana inall not no mooiriac. z-eproaucaa
�or us ca for any dtner purpo5a mi I -.nout prior
I
1
1 CUSTUMEA
TIME
Wind Exp. Cat.:
Wr itten Aoproval of VP 3uildings,.
Madisan Hi2h Scnaal
Ground Scow;
Roof Snow:
58.3 Psf
35, 0 PSf
Th* Gln?ral Czmtrac or and/or c tor
is 36 e y Pzioonsiale for ac--ura as good
I
Rexburg, 10
Snow Exp Cat
Qualq4 40rGan3nio Inl2rtcting n1s
ui a 9 in lzonforfnanc* witAM tni
PRO.AECT
VP B�1��INGS
VP BUILDINGS
Se ismic ionc W
3
re w A?
il i Is iiatalls r4rerimc2a in � is Craving,
all aq 1;Canla VP 3ullaings Erec ion, oeta.1 4.1
40c—!- Madison 100ilOOX2
VA De:N
VARCO—PRUDEN
ui ldinq Use Cat—:
4
and a A 41 ?erta, ning !�z
Min rirm;,-
PAGE
6
9
3
m USE 1/2* OIAMETER A-307 BOLTS FOR GIRT LAP. GIRT TO FRAME,
C11 9.
i
t. UNLESS y FRAME. aR.
SEE JOB OETAILS FOR SOLT LENGTHS.
2. WIND ANG FLANGE BRACING ARE AN INTEGRAL PART
SHOULO BE PROPERLY INSTALLED PRIOR TO ERECTION OF WALL ANO ROOF SHE"TS.
REMOVAL OR ALTERATION OF WALL BRACING WITHOUT PRIOR AUTHCSIZATION'IS PROHIS-16TE0.
7nis Drawing ya S Glad only as itO tMe Caffiooftant3 furni.anne iy l d1n a
MARK
LENGTH
THK
O PT
C34A
'— i i `
.065
.5
CSAE
24 ®-°.i 1/2"
.073
8 a C5
ZGA
4-4 ° —i 1/2"
.055
5.5
Z 49
24'—if 1 // 4
a =
aA
6
9
3
m USE 1/2* OIAMETER A-307 BOLTS FOR GIRT LAP. GIRT TO FRAME,
C11 9.
i
t. UNLESS y FRAME. aR.
SEE JOB OETAILS FOR SOLT LENGTHS.
2. WIND ANG FLANGE BRACING ARE AN INTEGRAL PART
SHOULO BE PROPERLY INSTALLED PRIOR TO ERECTION OF WALL ANO ROOF SHE"TS.
REMOVAL OR ALTERATION OF WALL BRACING WITHOUT PRIOR AUTHCSIZATION'IS PROHIS-16TE0.
7nis Drawing ya S Glad only as itO tMe Caffiooftant3 furni.anne iy l d1n a
ii Code,
L A at e CI! Tr i
97UBC
20.0 psf
� _....
tg
remains trine property
Call. Ld (gravity):
ti
0.0 QS
Xt i provide fa Baia 9
r
=��
. 0 r7
� Y
� i in the os i 1��� 3� ��t� 3r�er
and � 1I not 0 cif ���a ��t�oa;ca
r lana 'Inc.
Ar
i i
Wind e b
L �i� t " �
e POvaef V ildings.
Madison High School
Grouna Snow:
of Snow.*
58.3 05f
p�
The Goneral Contr°ac or and/or Erector
is solely r esaonsaole tar
l�s� ,7l�t�
Snow %Zxp. Cat
40
i
3ccurati, gaga
ity rk t►to in rIcti r-pis ,
4�: cling n can Qrn4nce with t 1gs.�,�!
Re a ,
-a
� p
1l a VP
4 q
-
I �p y g +�
fCaGle
and a ®n ,: =rP , (can =betaa %
1 �0
Q�
I
it
i
'I
s
----------------- SHEE-71ING ----------------
DESC. Teton We COnS true ti ate , inc.
MARK
L G T H T,-1 K
COLOR (FINISH)
FOO MARK
P-C;W10
2e,'-1 7/16"
26 Egyptian White
(K L.)
PRWli
-5* -7 7/14V
26 Egyptian Wniter
{K L_)
PR W12
270-1 7/16*
26 Egyptian White
(KXL)
PRW13
- "_7 7/16"
2/
25 Egyptian White
(KXLJ'
PRW14
28'-1 7/16"
26 )-Egyptian White,(KXL)
FRET
P R W 1 1-90
22'-7 7/W
28 Egyptian White
(KXLJ
PRW16
2 -2 ' - 1 7/15"
P- 6 Egypt"ian White
(KXL)
PRW17
21'-7 7/164
26 Egyptian White-
(KXL)
FRWIS
21'-1 7/i So
25 Egyptian Whit--
(KXL)
PRW19
5,-jo j5/160
26 Egyptian White
(KXL)
PRW2
-ag-j 7/168
e
25 Egyptian White
(KXL)
P R W 220
7'-4 1 57'16-
25 Egyptian White
(KXL)
PR W21
7'-10 3
26 Egyptian Whit
(KXL)
PRW22
8'-4 15/164
26 Egyptian it
(KXL)
PRW3
20'-7 7/1.64
26 Egyptian White
(KXL)
PRW4
23--1 7/15-
26 Egyptian White
(KXL)
PRW5
230-7 7/150
26 Egyptian White
(KXL)
PRW6
240-j 7/160
26 Egyptian White
(KXLI
PRW7
248'-7 7/18 is -
25 Egyptian White
(KXL)
PRWS
25*-1 7/16*
26 Egyptian White
(KXU
PRW9
215'-7 7/164
26 Egyptian White
(XXL)
On.* baM.ca Projky: 895 E31,d iii .* A Plane: 3
i. Install Sheeting From High Paint(S) to Low Point(s:),
2. WALL SHEE-11"S ARE AN INTEGRAL PART OF THE STAUCTURAL SYSTEM.
REMOVAL OR ALTERATION WITHOUT PRIOR AUTHORIZATION IS PROHISITE0.
EE JOB DETAILS FOR SHEETING ANO TRIM FASTENER SPECIFICATION.
2. PRE-CAILLING i/V-01AMETER HOLES FOR WALL STRUCTURAL FASTENEAS
MAY BE REQUIRED AT il GAGE GISTS. NESTEO GIRTS. SIRT LAP
LOCATIONS. ANO/CR SECONCARY STRUC7URAL BEAMS
---------------------
DESC. Teton We COnS true ti ate , inc.
TAIM ----------------------
j14
FOO MARK
LENGTH
COLOR
(FINISH)
CT20
20'-3*
Patrician
Bronze
(IL L)
E
Patrician
Bronze
(SP)
E R
Patrician
Sran z.a
(SP)
FRET
Patrician
Bronze
(K L.)
RFRIO
10V-04
Patrician
Bronze
(KXL)
RKF iS
ism -3®
Patrician
Bronze
(KXL)
RK20
20 °-
Patrician
Bronze
(KXL)
RRC20
Patnician
Bronze
(KXL)
SIFC20
Patrician
Bronze
(KXL)
j DFA,4
14'-3'0
Patrician
Bronze
(KXL)
j HT S14
iA 1-60
Patrician
Bronze
(KXL)
i jT14
-14 -3-
Patrician
Bronze
(KXL)
WALL ELEVATION AT WR Estimate Only Not for Construction *x*
ZOTE JOB
Wall Sheeting
DESC. Teton We COnS true ti ate , inc.
Morm =- CIA,
'Sir
j14
LOCATION
Rexburq., V? BUILDINGS
A091 Madison 100xioox"
2-0 YARCO—PRUDEN
PAGE
y.
ZOTE JOB
Wall Sheeting
DESC. Teton We COnS true ti ate , inc.
..........
DATE
11/04/Sa
Madison.,_'High SCjjC0j
LOCATION
Rexburq., V? BUILDINGS
A091 Madison 100xioox"
2-0 YARCO—PRUDEN
PAGE
s----- ----- - - - - --
HARK LENGTH THK C L-C
Ian White (KXLI
PAwl c:O —4 26 Egypt
i
SECONOA
MASK LENGTH THK C'- T tw
-- I
WALL ELEVATIQN AT WB xxx Estimate Only - Nit for Construction ���
L - - - - - - - �-
t � w
St r
4
f34)
R EGS 0
Q Q
"'Nts orawvznq :3 S44121 znly im
ta t1rd tZaCt"Flentm tly vp 3u-'lzz4qq
......... ...
Bui 104�rig Oooe:
i e i-z Pero)
2C.0
. .....
t�-* ,
r-*VQ!lf" tAe zf Vp
W
%S) h E.0 ink
0.
(gray
u a f- t
-.4
13 Z��-tlln9 aullm*-fts
I m A V
=U r-
-!-iA="
Z-A7=-
Wind S43eec:
SC C mpn
ZA4 3na t !)a voc sm
4 fp
Wina Exa a t
*f Vo
MaCilzcn Htzji Sc,-i
GroLnd
J.6
ii i
• Snow:
Snow Exp
exn F Fr
Ncs
1 --e 4 SM 7Z n
1, .......
-0
"A�
Cr 2 Map*, -4
x