9604-021 (SFD)W
N �
T W
O Z) M
C) u7
W r
O 0
r
CD j— 0)
W W (D
Cf)
Z
(y)
LO
N
ON
U °)
d Q
Z
`rQIX
0
0 J J
m U U
O
d H
lqt Z
ob Z)
r` a
J
LICENSED CONTRACTOR DECLARATION
I hereby affirm under penalty of perjury that I am licensed under provisions of
Chapter 9 (commencing with Section 7000) of Division 3 of the Business and
Professionals Code, and my License is in full force and effect.
License # Lic. Class Exp. Date
4419/9 131 414%
Date
Signature of Contractor:
OWNER -BUILDER DECLARATION
I hereby affirm under penalty of perjury that I am exempt from the Contractor's
License Law for the following reason:
( ) I, as owner of the property, or my employees with wages as their sole
compensation, will do the work, and the structure is not intended or offered for
sale (Sec. 7044, Business & Professionals Code).
( ) I, as owner of the property, am exclusively contracting with licensed
contractors to construct the project (Sec. 7044, Business & Professionals
Code).
( ) I am exeff��pt under Section B&P.C. for this reason
Date .. %( Signature of Owner<9 /f -AL L.,
WORKER'S COMPENSATION DECLARATION
I hereby affirm under penalty of perjury one of the following declarations:
( ) I have and will maintain a certificate of consent to self -insure for workers:
compensation, as provided for by Section 3700 of the Labor Code, for the
performance of the work for which this permit is issued.
( ) I have and will maintain workers' compensation insurance, as required by
Section 3700 of the Labor Code, for the performance of the work for which this
permit is;ssed. Myworkers' compensation insurance carrief,4i1R41�c%no. are:
Carrier Policy No.
(This section need not be completed if the permit valuation is for $100.00 or less).
( ) I certify that in the performance of the work for which this permit is issued,
I shall not employ any person in any manner so as to become subject to the
workers' compensation laws of California, and agree that if I should become
subject to the workers' compensation provisions of Section 3700 of the Labor
Code, l shalyforthwith comply with those provisions
Date: '�/� Applicant -7 1'r
Warning: Failure to secure Workers' Compensation coverage is unlawful and
shall subject an employer to criminal penalties and civil fines up to $100,000, in
addition to the cost of compensation, damages as provided for in Section 3706
of the Labor Code, interest and attorney's fees.
mneORTANT Applioation ie hereby n9&da to the Dlleclul of Bulldhlg arta SafAry
for a permit subject to the conditions and restrictions set forth on his
application.
1. Each person upon whose behalf this application is made & each person at
whose request and for whose benefit work is performed under or pursuant to
any permit issued as a result of this applicaton agrees to, & shall, indemnify
& hold harmless the City of La Quinta, its officers, agents and employees.
2. Any permit issued as a result of this application becomes null and void if
work is not commenced within 180 days from date of issuance of such
permit, or cessation of work for 180 days will subject permit to cancellation.
I certify that I have read this application and state that the above information is
correct. I agree to comply with all City, and State laws relating to the building
construction, and hereby authorize representatives of this City to enter upon
the above-mentioned property for inspection purposes.
Signature (Owner/Agent)!-f4'- Date
BUILDING PERMIT PERMIT# CONTROL#
'96wo . 3688
DATE VALUATION LOT. TRACT
7111196.$i1..5,636." 5 .x+152
JOB SITEAPN
ADDRESS 47-535 VIA MON TIG,0 643/20027
OWNER
f`E3AR1,HS 1 &C.AT1.1AR1NA 1313KNOL.
184-46 VISA 1ti.'IR6:.`k%1w8`i'
10A1,.11311 CA 0.0264
USE OF PERMIT
�lhfii#,I+: #�?1.A,il.f�1' :ti�irhi.l,ll'�ty
IitAC'1, iA )A1>3lRIA'.
1 oRt'l-11PAI'tU
evARAt1P,1 'A'RPORT
RVI'INIA7 ED
CONTRACTOR / DESIGNER / ENGINEER
1411V34 AEL. '13131 GIN (X1' 1,'1'RU(`"1°10N
77-1.55 C:AL,L,1: MONTEREY
L,t� CjU1A1'.1'R C'A 92253
61141643177 CMA. 3'43).
'{,'41 1.n) til
184 t un `Sh
%AN (Iff 5;t�
11FIRs1(1 i• lh'FIF.�(tlklfi0.ildi`
r(YNSTR>14`"i°ltlfd rr}
tt)i-t)()1> dls1 WO
1,11 IAN C11 [ _1K H-114
101=O1)1i410•;tl 9
)4lW*JJANl0til. blF.'
1(31-(%-RiXT-fNl{i
�9tt� 1+<t
1'JXA1131.140Fjj
101 4M) •i1pVM)
1l'".1tw
.;1014e kh>➢'W"Nr'r;.} ui-slcf
1014117€-111-(}00
a,:! VJ
< RAt5)N(I CPR
101-a)0.412740)
;4`.',(1 Ott
INF RA811' ,11011 f0.' V f
11'x-000.443-317
to 79795
ART IN j't.rbl.3a,' 1TAt.'t S ',I) l 1YM.14"- OW
sll.31).99 ,
UB -TOTAL Jl: TiJT'.:kt C� ?N:sI'Rf1CYCtili ilk PLAN r.'.F.i CI $ .597.75
JULIA .1996
RECEIPT \ I DATE
PERMIT PE KS DUE, NOW
BY DATE FI NAILED
INSPECTOR
57,347.75
INSPECTION RECORD
OPERATION
DATE
INSPECTOR
OPERATION
DATE
INSPECTOR
BUILDING
APPROVALS
MECHANICAL APPROVALS
Set Backs
I
Underground Ducts
Forms & Footings
Ducts
Slab Grade
Return Air
Steel
Combustion Air
Roof Deck
81—f 16
Exhaust Fans
O.K to Wrap
F.A.U.
Framing
Compressor
Insulation
Vents
Fireplace P.L.
Grills
Fireplace T.O.
Fans & Controls
Party Wall Insulation
Condensate Lines
Party Wall Firewall
Exterior Lath
Drywall -Int. Lath
r
J
6
Final
FinalAp/vPOOLS
BLOCKWAL APP OVALS
- SPAS
steel
Set Backs
Electric Bond
Footings
Main Drain
Bond Beam
Approval to Cover
Equipment Location
Underground Electric
Underground Plbg. Test
Final
Gas Piping
PLUMBING APPROVALS
Gas Test
Electric Final
Waste Lines
Heater Final
Water Piping
Plumbing Final
Plumbing Top Out
Equipment Enclosure
Shower Pans
O.K. for Finish Plaster
Sewer Lateral
Pool Cover
Sewer Connection
Encapsulation
Gas Pi '
as Test
.trfT
/ L
Final
COMMENTS'
Final
Utility Notice (Gas)
ELECTRICAL APPROVALSCltBt-
Temp. Power Pole
Underground Conduit
Rough Wiring
Low Voltage Wiring
Fixtures
Main Service
Sub Panels
Exterior Receptacles
G.F.I.
Smoke Detectors
Temp. Use of Power
Final
Utility No ' (Perm)
Desert Sands Unified School District
Notice: 82-879 Highway 111
Indio, CA 92201
Document Cannot Be Duplicated 619-775-35.00
CERTIFICATE OF COMPLIANCE
Date 7/11/96 r APS` # 643-120-027-5
No. 14684 Jurisdiction' La Qulnta
Owner Name Charles Berndd T Permit #
..No. 47535 Street Via Montigo Log # .
City a uinta
- Cit LQ _ Zip 92253 Study Area'. 123
Tract # 26152 Lot # 255 ` Square Footage 3734'
Type of Development Single Family Residence
No. of Units 1
Comments +� r
At the present time, the Desert Sands Unified School District does not collect fees on garages/carports;
covered patios/walkways, residential additions under 500 square feet, detached accessory structures or
replacement mobilehomes.' It has been determined the above-named owner is exempt.frcm paying
school fees at•this time due to the following reason:
EXEMPTION NOT APPLICABLE
This certifies that school facility fees imposed pursuant to Government C•)de 53080
in the;amount of 1.84 x 3,734 or $6,870.56
the property listed above and that building permits and/or Certificates of Occupancy for
this square footage in this proposed project may now be,issued. ;
f';u�l;.r ; {
Fees Paid By cc/lst Bank/Michael Bergin Construction Telephone 564-3`177,1'1` '
Name on the check
By Dr. Carol McGrew�
4. Y
Administrator in Charge
l{ l
Fee collected /exempted by Pauline Pearson Payment Received '$6;870&56
Check No.
35040.
Signature
Collector: Attach a copy of county or city plan check application form to district copy for, all waivers.
Embossed Original- Building Dept./Applicant Copy-- Applicant/Receipt Copy - Accounting
1 WALLING & McCALLUM /LIMITED'
7 r' a
ON"'N
ARCMiTECTURE • P�L�ANNINO • ENOINEERINO
III -
46-190 CLUB ORIVE [61EIj 3BO-0260 - -
INDIAN WELLS, CA 92210 FAX [619].360-0786 ,
STRUCTURAL CALCULATIONS `.
Marq uessa
ON LAKE LA QUINTA BERNOLD RESIDENCE LOT 255
STRUCTURAL C4LCULAT/ONS(Ref.1994.U:B.C.)
I
LOADS Roof D.L. 1 pc Mission tile 10.0 plf
(Interior) 6/81/plywood 1.8
.2 x /1 6 3.5
6/8"
gyp bd 3.1
' Insul. 6-
-24.4 psf SAY 25 pff
Roof D.L.1 pcMission 616 10.5 psf
(Exterior) 6/a„ plywood 1.8
2 x 2h6 3.5
Stucco 9
Drops, etc:. 3.
27.3 psf SAY 28 plr
Trusses 3.6 5 lbs./ft
L L. zo/i e
Wind 20 psf
Seismic 0.186 W. (4 stories +) 0.1375W (3 stories — -
Walls 2 x 6/,6 1.0 psf
Stucco 10.0
6" insul. 1:8
1,p bd 3:2
16.0 psf
STRESSES BEAMS - No. 1 (US) f=1000 psi Fv=95 psi
(Doug fir -larch) fr=1250 psi FVr=1180si E=17,000,000 psi ,
No. 1 (6xOS+) f=1350 psi Fv=85 psi
fr=1687 psi Fvr=106 psi E-1,600,000 psi,
RAFTERS -.No. 2 f=.1260 psi' 2x12/12.
2.3'- 9"
(Doug fir -larch) fr=1260 psi '2 x 12/16 20'- 6'
2x12/24 1n'-9"
CONC f'c,=2000 psi fc=900
fr=20 psi 1=0.866.
SOIL PRESSURE •1500 psf
V 72��sx113 7/j1t- 25.3ln? uSC :4ic5
P! 13 x4= 23go#
48 C7,5/2-+ (,2s) +�,
Pp =[C45X13�+C�E�`�+II 2-.2-
-r3
2r3
11-773)<
-773)< 2,-75 = 4€7r,.
2301700
z�5 ��KiSi 7,5 27900
44�47G/
15'?633 :. 15-
4 ros41 �c 2gcos" -2 5 C -Z
2413 4Z G8
2�L5"
3064/2. 452- x2_ -/T 1244D;
MZ = 2Dcs
4 Et
f45 o�Z 172SX 10- l-7 Z—
u S�4X
Ctrl=` j773�C2�4 s 7a8 -C.
P;4.
u,= qS�>C 21 -- e-'= \1'= 953x5 4-7 r5
CD5.X -6•S = 0 3Q' L -Q124o
CTM-
14'
T'M-j4'
V —
72-4)e.7 5-06e; ^TzZ 3'lzx 10/a ; l =4�0 i�-4
d _ 2-2. S'X, I C) 13G 2744- 11
I c ;oaa c 4go Q.7g Idx►2� _� 0,7 USE SI X II71
2
5G G5/F-70 = 5 _ Yz3ts5 U i 2 - 4L7G
g� s= Io, s'
4- 1 s = 24G
OJ 4ZX 7 = 294*/i
294- 5 _ 1470" 25
2 �,. 24r- >e- S4-= 1353 7.75 = la4e
f Ar
-,0
7831
395 � `
3-7 e 2- 37r,2I,
41 2,9
IZg i 37G 2-
Vo
Vim. G 67&(S 33gx 5 = 16 g Via, ter,
,W = 45
V = 2 (2436)/3 a 1Cn32
Q = l,Sx 1G32�1�°' 2c3,7 �hZ �S7-- . 4x to
7E7
I�
12'S X12= 34+ � t2. s��0. �6rod ''Vz� 341xi2.s�i 2i3 .� `
2gSl ``
�z ¢x �Z'ti = - � 459 �►;¢
G = 78TX 2000.0 t -72 -al
L1 Z = 22 , s>C ZboU �C 424, Z
17aofoc� X4s5 Gf24 fvct2.s-' - O GZ
v
3
�l 5= 7' (fie 4xc.
X11 s � jam. 2s
Io,S I . \ 1N =lam xLG.sx lG-z%72- 35a3
IG�2S N1_ 0 13(35�3��1G.2s) = 7470'
V - 2-C35�3)�3;� 2.39 � •
(23e4')1� = 33.8 Mhz
Tt2-2 4x �2 ; Z
x 4d = O.OI 3c4- ` 3 Sa 3
2,II,x.1�
[�acaoc,x.4 - 4.7.,E z
�.IGZTx1� •o
use 4y-
W- x Ic T/2- 40 7 D
34 ) 9 Ge i 41 = 4'0�9�2= 20 31 i&
X I � . 5 2l� ` �14 Sem•
2-4270 �.
341x9,2S�3154
Tp--z5� Y I �'�� . T = 735 57 Z3'
Qx 4075X Z -V 22
Lj2_ 22.Sx Co3o � �C X33 2 ,
2 C7CXj Gr>O 7C 7SS-
).a0 12k1e.�/ G9Z...
2�a �
C) S 5'/� x ► s
R13 s= 11.x'
?C
oJISxII.S"��t
1f 9lSX 5.�5 = S2 -r,1 USS
X14 - E31
(AJ =Q-5'(g�/2) s
iTL2 G-� �'Z � Z -- ��i7 ► h" � U S �� �X' l2
,� -�. 22.5'. �09sX 217 lZx 3
�1�
YV = 4s x S •7Sx l3. S%Z = 174
4.75 Mlv U, 123
1-7dr,�'�•S= 3021 �' Y, 2�c7cL�)�3= tiG4�
c-4,.,rL_U�Z= 2-710
_T W7
flax P A1 = Q. o13G4(174G)�24�a� L-22 a
GcA o� x
LS = 5 22:
X 3 0 -j 1 X 2A,,,-0
I, Goo,000 x G S7 ,�
�SO >�Sl2Xl?Ze
Trn 4-< T =X55 4�q G
�C 1 Goo GOC
d u. S)e Iz1z4o 0,4 dr24,vo, c0.3r-
1317
2� fo 195x �, _ 5Go >7_4 = 02-40
21 GSG
4270 27920/ -,75 -7Z
4,G 3,5 3 S -42_4o' j
370.7 ;
3'7 07 '
�5-17A. M = 2-t1d
Va . ov (2 9 712= 3 148 x4.S= 141GB�
Lsx �U _
x1'2- 7
0-7 2,
r W, 2.3" ►Z"4's/moo �•z.a•
3 x 1.CC�Pca CQ� Coq -7
-
� %977
(�= 79-7-7 �4 r �J'5 74
. lig
Us �X 12
B41D s s
P = 174G/S -!- 40 a� _X953
I
• VSA==..�X�Z �
23�
Gv = C45 x I) -I— C4S X 1 G) + 2-,S
f
4sC�x5)+(0-5,Y5)�,�:r��cs �s
4a�s �co,c23= �3�00 It,s _ IGs7ac)
44es 19. _ S5 21 S I
jr, 2 8�5 ¢ 243 915 _ �0
lc coos - '
7��c�
-
7�� l6 G8S'o M = 7G&0 x IZ.aiz= 49; ISZ"' j
to &off- i
I
roo0 KQ•55 = 330 -el
44 S K O , Ss - 24r,-7
-72
X
= 7530 X 2-167
22.5
2�aoo. oco.x_ lGoQ.
�loccs Z -SZ_ 241G7 tFx 361 X I72�
3 r
X 2000 ��
. _ 16co�cZ�_
i2-�
7X 1.(!:�
- PA t�A-up.nn
of
fY1= �GoG�t G. C'2��.
2-71"2
W GOa
a=I S2SsL/G�i 3G►,"i USS Gx�O
(323 S= 17, 5'
I/t�= f,7 x IW, Z- 3334#,
�7 x 17, 7/z
7rL`- 4),/ L a', S_
p - '
2-2-,S X 1 522 >e. 5359 0 2_-. : 12- < n 6 t7S
I, 70o.oc>o x 4S9 U.Stc-- -XIZ
524 c1 �-• = G'
w = 4� X 8 1 = 37s'`
375 3�1� 1�-2
V 377/-4. = I SOo �
.4= I,SXrSoo�l�� - 19 iM2 -
I'274X1 2
21 Co X 1?Z8
F X 1,7Go;oco,c q 4X 1'Z
B 25 5 = 1-7
�= 45:x 15�z+
V = 35?-x-, S 295 2
Q = 2-2.�-x S`3 4 13 t2x��
oat x G � 7
S� ►`>� /zoo
C3 2 ro
P= 2982-{- 4-S�ff.��tLl,sjz�2 ^ 392
z
tvl= C-71 f3473'
199
`tsc = 2-7
d = �9 L x 24Go>c 1�Zs/4�x 1,Gcb .000)C G�z = p 3J"L 12x 1:1 Loa QLG7
�!S4 g c.3 — d2S-1Z) 1:S 44E3i�
(594-�7�5 2.03
:JS J/S'Od
15�J�285= 5.S'
-6, eS ))C oo iy2,-
SW2
> Q'
X21 I �l 51/72,2s = I S mol �
2211/2:E 7.75
2�2�/Gzs = `i• � ,
2 /44-x �4-/�; = .LS4 7
bJ )2 .
VSA ¢ A35'IJ
USL' LATA- �I
pt vc &N. YE>ln-zs
u -Ds
vs
A'l S N .
0S NLS-. 4v
B N • LE PRA--
U %�7 s G2z4
4 T=- 1732 /C
&0 6.7S = Cod
2! .s 4�3�
0 3- 2aC-4/L 7`2.71 t l
�'E
/
' '-7324-1
r VSA Q-A3S� �ot�
2-5a K'3? ,s l27# 294x 1q�.� 143a UiC L-,, FA !� �As�nv
30�'►'
7E2-
705
1330 x7/lc . 5cla USt_
TGP
S T-- 20o X I� •S �• 21.0/L` I lJ2o tf
1-7-54>e, I`l = 547 f�
c' I
Ln ia
LSI -*n-15
4
SW 4- �St = �C2Sxg0) �(�k9.G3�zx4��Q,t�6= 470y LW 4z
W52= C 25 >C 20) + /Lx z1GF-C.= l L4��
1651
W= Ir,xSx7x.0,o93= 52
j 904 %S = 3L' l �`il .: - N4tL IOu.P_
12,
vv= 16Xfi,sx 12.Z XG,0173 = 20
v i= 5C 3 ►` x 3ck3 X t z
C
{�cpc��000 a,0& Iq.2S)Cs).
co, coa 19 Zr) !I� S
0.'75 K 20 o. 0 23
6, o(o
0.71'< O; OGS-4Zo)(12!>1.2
Ti— 3 I x 7— O.SY s lo. o,; O.SS`=237E�
_f = 38, 20 76.2c)
t 45�x tZ•2� 5526 �2/0,Q53 S59
1 �Gq'1 -2236
1,� Zr76
�&I .s}JE4 520<o117Esr FL
/sbo USE 4-A3S-
'.�5415"ao G G .JSP G-i3rF5c�i'
T ns l�s241 x
1409
VS=— mS7a,-'IC.T
o
fidSC L:IS_ riOT
S\% C- co-.,, = C�2SJC9.0) -IC-X lo' S/Zx4�]a,iSc 4Z1 4ili
w5 rC��C IGS)-!- CIG. 3 s�ZxZl �G, leC = 'los'��I
114Oft'� Prt.r�1 s�4}
uPt�-2. V =IgG4.
fir= 3 t FY1i PJAtL l0a-e4-'o/c . .
LO UjItEETZ
4T-- l X 115 72) $
ez= 1oS x 17,
W= l x 5 x-9. 5 x 0.053 = 71
Pvt:-- _ {9G4-
36 15 �5 72-'i YVh►L lo�l e 4:'0(
��= 8X3�IX34.3.Xt2
IiGoo,coo I�.lr)(5) O, CSS
d2- x 72S x 557x 1'2-
-.= .= 0 , 39
11600,000 (►).zr)(c)
a.s7 �1.2-o.tc.
16 x s x 2- fQ Et) 13c�I
723 x 9.S = CoeC-¢,
14.46 E 13,12-0 11SE .I -1D is
13�s t-� tea s2- 3c. t S/ ss ¢- USE 5- S- �95 3
GOO UST=
l �ISGc . L Q (J S 4
'P 5 G l5 -T A 3a Top
.72..1
I Co, 5 1-7 S 2 �` S t_ST- 149
22CF S `
1
f
IG2.0/7 x .1.2.�s
34/7 ><G �7r =` jL2.
.13 21 , 5 = 414 6
72 r 9 # i2 ��Z
i't W.�
3.1 art
.34�,
19�. Ey�.s= ScL�� 931 34/96
e Ls� t>r ror
r
So evt,/Z_. ` 10�-L
30 Dor
27�
13.6 � K
LSA I S •
1-1 S� o < 4
SUS t 4. -A-3 s pr
USS L-sT43cj
�►�7?4. Bois. 1-1
SWi
T Lla.x I.c3- 424 = IG-)-2-
V%10 z
�Z
(�S � 2-1�•z.� A�3
os %z�- L — /�t3xl=
s I X- 6-2jqc,, s3 zto'�
1O7
ft
t
T= 33 I (3, C 3 - Qc�? 2�
1�-�Z
Use-
1 2 -q
U"a a3 .
l F 4�./foc Q
U )E7 'N
�'S
USS LSA Z( '4�aa 11�,�
G54,/L= L'E e-2
- 1.3
U SJ.E7 2-5���
� Eco �SGc L:2
UCS 2-�3 i'F •
�E�D X '^241q, ` eco l
li to- UsT h. L �8
S
= S2xi4 - 1232/Z = 2!2tZ�
uSIE-7
a
Irt X22-3 52 ~
G`LST,4- l
SW lI wst = C�25x3s)+�icx 9,s�2x 3)
19, Q, 205•,
r,305% = 7ea WAA 10oLe, 4',!Q,c
d =- 8 x 7 S e x 23 53 x l z.
' (� Goo,000 C 1 f? = 6.,4�o"ii VsE CoxG man
78SX 13.3
Q. 12
So
goy o0o x O:S x �.
0.23
75 F,,c�p A
TR S u
� r�� 15o fix zo _ .4.120 USS hn'ZT 1-72
Coc 5�130 X cj = was .A 3Co
So/2Ps
SVU l 2 tW L2S X 37) -E �l�x'S.S� >C4�� 6� l 6G
z
lJjW
= 228 X o _ 22E0
W LG X 7 x 9.5 k 0', oa 3 99
CL -- 23 7!3 -S Off' L N L L l occ L `i' `o�c,
P�s� ?►-a2 = 23-731
-7F = 3. o � V sL: 5 c�a'c A=CS
22�o x -2G/37
SW 12 7 3- {272/z -J
30
2T -r -9.9G
Q3 r�
u� c LS�iLl,S
SW I3 T 2344 5.cs -
4 o c use
42 -le?
SW
- 3�l-�1� /2 - f•�2-��
�;'..
M � I"Z 'G3 /.2 . '" i✓3� _ � I
3
� = I rG 2 . �'�2Q
- .1.25E
,�4.5 �J, r !u� 34taG�4- EG
SLS ISO
t1T=- 1296
2
�� S 2'-0 �C, >c GR
344S /two =-7 ,_. -
,. 5rG2.
3Ut;2/�-
-T= 12-'36S' t0 132F -/Z
= 12 ��3G*
� Na►S
314s/�2r" z
C� 611- <
2� ss�� ,� c
�-
w ��. � G-A•3�tc ,..
LsiA
SW �`r=
I5� X X l I• S_ :.� C?G�ZLI,
2to j�Zs= �.7
uL -7 '12'yD,d-a
T = 400.x g.c3 - 6.F-S(lo7e)/2 = 3393
uos
1
24.E 3lc t''-�•
u�,lla 4.1- ¢q33
Z-30,3 X 4-7, S 1719
U- tG 'SS'G 224
,150
SW D
- 3/7 SX
16. T- -7.s� lc.s
/7, -x = 3c7o
71 —
Sea�L
277 e/7 ��- = � , r- �_-.=--
`
V S'
Ga ` o. r! G`7
(� L ;T ��as ► e� E? o.
, S
-
(,STA t TG
• S_ ' - �'S� - C�2� x Col).+ �l� X 9s/Z� 5) O,1��= 354��� ,
��2�x-13�a-�l�x 9•S�z,�3�]0lac _ �03��'
7/Zx 2-)3 o 1�, ,
�_ 1�9X l9/Z _(GOSH
W= 1 r, x 1 X 7 x 0.0932 73 ,
N= ( 7 = 235' NAL lc7�t e �'q'c
P7- 354. 1s,s�z = 2743
1ZZ 103 X I G/Z 624
W= I�)c7x 14,5 x 6, X93 151
�-=
53510 -7 70 ' Na%- IOct
a, 8 x 7770 X 4 8 X 12 _.
aGG
1�roor000C3ca,2�� -� - •.
�2= e x 239 x 343X Z
11600,06C C30
Q ,7S Zoic:o . p23 = 6.34
23 5X 7,- p ,roc 7 J. �-
770x 14,x-O,_Tx,s O.o (o.Ea)= ►o47S:-
23�X 2O -G; SX-2.�r�G.cg ff�si 44�?
(a sG.2w usz wT::>
¢ tats
.. •PLA-t'c
G 1Cccl!S- X 14/35 X42# �oS>� 17? -
2 -774 -3 X 20/GI
L.wjZ
274'; x 22/6 24.
�. N 357�2P_S 2 , 5 > 7
:171 g
R � - ►o sem'`
2775 2775
2775.
.
M- 2775 41,25
#r5=
27775
2
V = 2775/Z
s = 41 r -2-s4 z/ t5.�
X1.33
? ��13Xi2/oco= 7.F-2
7 16 v
(o X.GY6j
13 ee
F! OL
''C1�L.Low = OGOSx ISxl2 = 0 ,9 �'
8
5203, ,
i
2775 X 5 = 52D 3"
= 2-7 7 5 X 337 S x l 72-8
,X 29,aoo,000x 2o-� = 0, 89 L Q,t o
p = 138a 'X: 3375,e 17Za _ 0:78,
3x 29,oco�oOGa, 12ss
22SX 8 �C 172
2-775x l5_ ?�
d - 4,2S:Y,
0 1G
8 x 29, �,'o�
1 so
M = 27-75 X 1 ts/2=. 2.2, 2oa*
USS 2-- u 5 "j'� 15 (2, Pry)
Q= 52G's�62S- �.3 iii G �akG
�hAcT = 52a3�1 y 44-s-Ptz
I�
=o�i2'
22, o00
259 40 K I. %✓ Fa 2c'�
ItN 5 L = 5Zo3 L ZZSbx u
3 C�75
USE
t� stoe'
2 TS/G� =.
Sw E
— = S4� � •
.
NI = 54G C Zl
2, et
5� _ ► S� � . �------� v 3 -Al3 J'T
y OE�frav !.2
C7
Dta- 51
L9 yam
132.1/la2s'�•' omrr
VSA LSI47
Sva � 3
usL 3-ak3r-F
"-ZT=
--7 -T�{
r
GSG� Soo - 1 � " •. �- .??�
.uJ 'C-714-�?C-F.
iP, .
,
1,DCO3 X 2�IlGl = 9C�8 �= 412) >< 9,G3-0°!(24eo)0
22 x 6,7/1 o i = 2f G 1
US ER �'t»
�Sz1i /Z
.-7G7 X Z,G.3SW _ ;G5(2► O,C-s
1--1
y / iI .Jj / 1 '; r 1 �r i
-ter; •�Cn/� -, 1,SY,' �,�� ; :�2 ,;�;
uSL=
fir+
-7? 3tll� 1 -7 �'�a 2S�o i c IoT`i 2
USS VY1,S"i'Ga
us � NtSi-L�3�
773 27�
125
•;
�`t
f.
B ►c t�' N 4 f3az
SWC
4uca .
�24o x
424-0 X 3z/dol `� 13d3 "`
GSA US -I� 30
R
• i
Poem rvcos is ' 4,049
620 7c, a
�CISa 2G2rj.
1320 1 d; GGS'�
- , � . 1�- COGS/ISG C9 � '` J'" �• �� �Q .
ISA- 47 rs5
I3 S ck35o
�'T� 2.7SX2�5
5 , 4-c,- E3 -G
137. 'Y7 G2
t
35 °.I 2
Sr54
E3 I I Z3 �
�'' K,► �c.� 2 025 r„�F•.r:...,�
t
a ARCki
��W ? W= 22tA X ja .>?r(z (►, �Scf �� TFC/
0
SW3 M=...2744,,e(O'.Wit'/2-1�4C:P�'°r• � �a
_ xg�X � ?, : = . �(�G 2�'r- ATF dF-G(��'\•c
77 z GZ �Z- 3 c. l'
IGcjgx 13 = yr t ^SZ
J
�w vt K GiSox t°/1 307 1
USS:. 2-- w Ear 1'erir—
Swti -mm-' 22�cx.ta�2. f1 c ,
J
14
Oil': z et++,� -t"a
�W C •fi;
05'm 2 F't:'tGyiz i
=WG
2.00
PM w/ , C- -1 X l TZ A;T- P �"_►V 7� , L-ao -�> I -s
/a 5 U rpt t FbaM (N4-1-1 LE:-7A%i-v Yet s -Z-n.I.�HC u LCL
5 13M 2 PA I s 12 GG 5 -
�o Byrn = is 24S/
4 t o ` 50 e
TO1, A !o A -S> 1zQ V TZ D' l�
g I s co �,-� w�' Tlz-I L3 ls3Ao 1
I?- I r=> C
t3
�6"q 7 = s% 0 Ula -z- Ga L.c-�'
�i � l Z . W �->s•u� � Clara -c_ p is
ON L -Z a , C'j
0, 2"3 73 5 / - G, 22,
20 UJT•i_. 6,7a 1jS = I -3� .> 1. � U5 7x) r- 4(-
2-e-- cAri-c-
2-e--cAri-C. tm It F,-� I8 ,.5
M=GOO 25 eas4' Ti�-� '.7. x 11�� a
_ "f8 5 �i�T= 975"tic
V' 6-00 X g.2S _ 55Sap` �'� : 22•
S+C I !, I c�a x X33 t, _ 0 . �3N<• I �.S x a 7L
2•0oo,00a �C g75 24b 0.92
�— n/, = ¢s (3.2s x 3, 43) �2�C 2= Id2s J"A'< 4
9.2.5 < 2.7 2 231 4
2/3 LCL Z8 = . 9 52 2109 = T
13.5 2314-/z = IIS7 E—
Y .
142/3 = 47(:��o*
I �E 7 fG�3
MIN wer-
�J
L6 4.D _L'T o Cob i ►-� I� t%04' 3, — $�/� ; "(�l Q e-1 1 7'r� r ,Isr o� O.Ef
'` k'' .'' ��• 232.8 ��_ ��� � 9J-�'. 33ga � �!� 55��I�oc,
LP
12,. GU�ZST C� gJ r� 1� O
4s x 2-:oC_:2,4/-z = fo�o�
civ=4sx2.
149
211a Fro30 75
It?S��s-11.5 l 12 6•
M= 112.e,XGG�ZxtZ 3
Y= 149 /i54 -j►,
17t.Z.. ,v-=.1.sx
-194 : �3Sxt. "2Stn 0 IE(2) 2�C1Z
20
25 X 14 .s/Zu 2e� 6, t a a
i
944/2 24
c,rzossi+J6 241: 107
- 45X2X 2,= 3�op •
Sox 2.1 _ jo S� �c .los = . 11 02X7
(,410
6C 2-
or
:34�
6y=E'45'
S= S�� �C����5= 4,17 L`3S o.�.
`
�
' .
^ �
.
. /
14.
- �
. .
.
ST
. . .
.
�-~
�
-
.
H5�
6 x,8
f 1350
'
`
H6
6 x6
1=1350
�
.. '
.
�
^
�
^
'
�
H1.7
4x�6
f 1350
set flat
'
H18
:4 x 6
J 1350
set flat
�
� ~
'
`
'.
f 1350
`H20
6 x 8
f 1350.'
^
,
-
H21
6x 6
f 1350
-
-
f.— 1350
set flat
'
-
.
�
`
�
' .
^ �
.
. /
,
- �
. .
.
. ~.
.
. . .
.
�-~
`
- �
.
' .
^ �
.
. /
,
- �
�
- �
.
' .
^ �
.
. /
,
.
F
Y.
B2
81/4 X 11 7/8 parallam
2900-* 2.OE
B3
6'X 6
1250
f 1250
B9
4X 12
f 1250
'
B19
6x 12
f =1350
B22
6 X. 10
f 1350
.
B23
4 X 12
f 1250,
^
B24
4 X 12\f
12
..
^
^
27
^
11
-
<<>3iEE::,=::::::•'>'i??':::E:>:::::::>:::
R.. PANEL.:
:................:..:::...:::.::::: EDULE::.............::._::::............_:..:......::.:::::::::::::::::::::.:::::::.....:::::::::.
x.......................
::::::::::::.::::::.::::::.......:....
:::::::.::::::.:::::::.............::::::::::.:::::::::......................
..............:...:.:::::::::::::::................
NA LIN:::.::::::::::::::.:....:::::::::::::
G.::.::............::::..:.:::::::::::
>:::.:<.::.::.:::.:;.:.;:.:::.;.:.::.::.:
:::.:...:.:..::::::::::.:::::::::
SHEAR....:..:::::::..::::::.............
:::.::::::...........
Y
S MB
....:.:.:...:.:.:::.:::::>:>.<:.;_:>
:..:...........:.......................:::::::::......:.:.............:::::::::.:.:..:........:..:::::.::.:::.................:..
00........:.::::::::.:.::.:::.::...............:.::::::::::.:...................:::..
::::.:..:;<:>::>:.
_:..:..:..:::::::............::.:::::::::..DRAG..........:::::.:::::.
:::::.TI�►N. .. ..........:.:::::::.............QTR
::...::::.:_:............
• 1
both sides
4" o/c
12" c/o
4-,A35F
LSTA21
2
1-side
4" o/c
12" o/c
6-A35F
MSTA30
LSTA9' .
3
1-side
4"o/c
12"o/c
6-A35F
ST6224
4
1-side (upper)
4" o/c 1u)
12" o/c
4-A35F (u)
LSTA30 (u)
both sides (lower)
6" o/c (1)
6-A35F (1)
MSTA36'Mr
LSTA 15 .(Ij
5
1-side
6" o/c
12" o/c
4-A35F
LSTA18
6
1=side (upper)
4" o/c
12",o/c
4-A35F
LSTA30 M
both sides (lower)
LSTA18 (1)'
upper &lower
LSTA149.(1) .
7----
8
1-side
6" o/c
1-A35F :
(2) LSTA9 .-
9
both sides
6" o/c
12" o/c
4-A35F •
(2) LSTA21!`�
10
1-side
6"_ o/c
2=A35F -
(2) LSTA18''
1 1
1-side
6" o/c
3-
1,. A35F
MST172 �}
.
�
MSTA36' 2
12
1-side
6" o/c
5'A35F
LSTA30
13
1 side
6" o/c9-A35F
ST6224
14
Frame 51
/4 x 16 parallam
7-A35F
LST149 or",�I ---
7X 5 X'& T.5
_ l N
ST6224
A
�a B
1-side
6" o/c'
12" o/c
8-A35F
C
1-side
4" o/c
12" o/c
5-A35F
-ST6224
6� D
1-side (upper)
6" o/c
12" o/c`
•4-A35F (u)
LSTA12 (u) . l
both sides (lower)
4" o/c
_ 12" o/c
9-A35F (1)
LSTA18 (I)
+
LSTA24 (1)
E
9-A35F
LSTA12 (u)
OM&pTffic
OAC CD�CS/j
'3T7U2'E
rA�
:
(2) ST6224 (q
F-----
'
G
1-side
4' o/c
12"- o/c
14-A35F
MST160
H
both sides
4' o/c
12" o/c
16~A35F
MST60
MSTA30
1
1-side
4" o/c
12" o/c
9-435F
ST6236 '
'
'
ALL PANEL EDGES ARE BLOCKED
11