13-1506 (PAT) Structural CalcsCarlos EliasqFFA�Jrll
I I ►3
Civil'fngineer?'
38825 Charlesworth Or S T RU C TU M- CALCUL-6, 10 w
Cathedral City, CA 92234 -1 99 t o RAN c"o L4 QUI IuTA
(760) 328-7271. (_pt Q kj ( .K T A, CA,
TRE LL IS C%C 20to
TREWS
00F.
W�= (•5��3.9+10) '�B►1 = 41.h3 SFr _(I6.>3 0.L)
Q1.
C Wiz= ?+ 'I = lnl/T (sl 4,L) 0 0 ROOF It�l G. 3.01~
U-
"4,10 @ A
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MAS. M= ?08 c�SF_ I
IL
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42 Hpix. V=/L&5 230= (701 BK., PAN= 5�
rr��o�y
• ��2.5J
. W ; I t; t?,5t20��t- � ell. = 4S#�FT• NIA^�C, M= 4St. C, k= Z,,S►
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45
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DEC 2:.4 2013
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COMMUNITY DEVELOPMENT �, c
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LU
No. 16839
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'LOAD FIR 0 M 'S T, ChNOPY SA
q pm t4 = '7, ZS WI= +
-nes pis
15(.,s l'o .0 li4 F4cto 5rucco
lot a
"7 1— A i
Zoo
3. 4t 2- (a
LOADS NVQ
-143 � + 10) ejgSQl,U'o,C. AVE.
55 h
U)
LL
(0--yoo la 400 = 2,0 0'A
b,L.)
z o 4000
Go
I't +
150 CASE
a
(�70 MAX) o
APPR
x o �s 8334 S :RF-a'o = l 3So tl zJ ,� 9.�7 �yc ry S � 82.'t3
-lot,
FOR CON
OR CON
D. L L. L. DATE
ZY
20# logo .470 -2--
BEAM 4' Cv, HDR. 1311.(2CAWA REAR *ALL_:*
-- 5pei . = ,t7' TILE Roor- GAsLe Rood' 4112 Pti'Ct+
20)x- i�1 a) i X 3/2.32+It - 248��FT. �I5.1 b, L.)
7 .• 151
/ ALS•' L�i i /�'ii ."l ^_„�•t. ....��T�
L. L.
�� 130
o�c��c®�.�..�6.,. MAX. b ,L oil
.40
8r;aD= V® 2. 15,44 (�A 5,1,5(o
A REQ'bz 1 1400,51= 14.49 41025 USE (P)da DIF. NO - l
'Rik Ivie
2,(.S4*'/5.F 5F_VsK C BASE sNR.e 0.14-3W
FRONT- bACW., WRECTION No. 16839
Vii I.N'o r 3.1 1.('3).1.5+ = j 3 `cm
2K � r cA�IOPY COI., (�xlnflKs
R)571* l g rS lsil =7�+ 15(n.5) j .10 = 149
�Ibk-SlbE DIRECTION:
\14 r G�cln. •. 4x8 CRtpY coL..
11`in aL�T��+1..-.It7L .('til �- 2:.i(1,s4i 1-0,
446
Pt�`,sT .���� t<oPrp=36l�Z: �S� /PoST� WINI.T WAR06 1714E Wgsr
MPtX.pOST l:�Tt,o�1D= 16Co� .
G y(c POSTS
►� = ?.W7CI �, e .1332' S Redo_ 1.3Sz(I�) fr4��`►,��,�a 6.49 ��io S='1.'1,'13
USE P-- Co':IK4 PD%TS#I Z to,F. ST6.OM SiELISCT
LAG ao.LT CONNE cTION AT To G* 10
r
Tl:t�slON c�9PAci�"I bF I- ��Z"� LAG, X12= 2 39OmoWWlbGKI0
KAYO. UPLIFT AREA FOR I .Etk-T= 1 C47 of..POST l�
ALLOW. UPLIFT= l0�/,8.� - 37.1` �s. , BUIIA-M,Cb 86 .t 'F`�r- (� AW48 Y LEss TgAO G*Arr.
dO gN.ecT y Yv 3>�� r i I_ ZnI VLAG 13oLl
• Y'C V I J /
DATE BY'
'THIS LOAD AS . R£ S15TC.0 19q t1=P
COLUHN 4454 Cow�jiCT(ow
W (ND UPL(Ft = l4-"f/5.F 'QO 10 RPM0 -75%
Cnlc4 P05 -T w 6xK(p POSTUPLIFT(.2s) 4= 41:54 �
POST# ? S E F- SHT. 5 FOR t ?UfT KSAS
9 1k'Sft. , 4 SHOED
STS, 'SHD T&4sioN MPACXTY OF I-"/�d� T}tD,12oo = l l;tZO(355�,y
�tvAb, RDD.
E .BOLT TENG10% FfZOMINT, L060: ' _ _._..:._. _._...... _....
�►(offi t t�� {3�i 'T= ,A,9OLT TEt4510W
06/4,14 I-HRD ROD 'EMBE00EQ 1 tt\(TO CORC. rTR4
�d SET -I? IE pa"AY
CSU I INTA
Q�oFES $,CN BUILDING ,;--,y)AFETY DEPT.
S qlF� ; "�uL. ANVED
' FOR CUASTRUCTION
LU rn2
No, 16839
.k DATE By
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FOSTRUCTION
DATE
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